UNITED STATESDEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
FIELD DATA DESCRIBING THE MOVEMENT AND STORAGE OF SEDIMENT
IN THE EAST FORK RIVER, WYOMING
PART III. River Hydraulics and Sediment Transport, 1980
By William W. Emmett, Robert M. Myrick, and Robert H. Meade
Open-File Report 82-359
Denver, Colorado
1982
UNITED STATES DEPARTMENT OF THE INTERIOR
JAMES G. WATT, Secretary
GEOLOGICAL SURVEY
Dallas L. Peck, Director
For additional information write to:
U.S. Geological Survey Water Resources Division Mail Stop 413, Box 25046 Denver Federal Center Denver, Colorado 80225 (303) 234-2320
For purchase, write to:
Open File Services Section U.S. Geological Survey Box 25425Denver Federal Center Denver, Colorado 80225 (303) 234-5888; FTS 234-5888
CONTENTS
PageAbstract 1Introduction 1Background 2Presentation of data 6Stage and discharge 6Hydraulic and channel geometry 8Water-surf ace elevations 9Water-surface slope 10Bed-material gradation- - 10Suspended sediment 11Bedload 11
Bed load-transport rate- 12Bedload-particle size 15
Discussion 16Acknowledgments 33References cited- 33
ILLUSTRATIONS
Figure 1. Map of the East Fork River, Wyoming, drainage area 32. Map showing location of cross sections along the 3.3-km
study reach, 1979, East Fork River, Wyoming 43. Map showing location of cross sections along the 1.83-km
study reach, 1980, East Fork River, Wyoming 54. Graphs showing discharge, mean water-surface slope,
and examples of local water-surface slope for a pooland a riffle, May-June 1980, East Fork River, Wyoming 18
5. Graphs showing discharge, and examples of stream power and bedload-transport rate for a pool and a riffle, May-June 1980, East Fork River, Wyoming 19
6. Graphs showing discharge, and examples of scour and fill for a pool and a riffle, May-June 1980, East Fork River, Wyoming 20
7. Graphs showing relations of selected river-hydraulic and sediment-transport characteristics as functions of time for seven river cross sections extending from a riffle to a pool, May-June 1980, East Fork River, Wyoming- 21
8. Graphs showing examples of hydraulic-geometry relations for water-surface elevation, mean bed elevation, depth, u/u^, and water-surface slope, May-June 1980, East Fork River, Wyoming 26
9. Graphs showing examples of bedload-transport rate as functions of discharge and stream power, May-June 1980, East Fork River, Wyoming 30
111
TABLES
Page Table 1. Hourly gage height, in meters, at section 0000, East
Fork River, Wyoming, 1980 36
2. Hourly gage height, in meters, at section 2505, EastFork River, Wyoming, 1980- 40
3. Summary of discharge measurements at section 0000, EastFork River, Wyoming, 1980 42
4. Summary of discharge measurements at section 2505, EastFork River, Wyoming, 1980 43
5. Hourly discharge, in cubic meters per second, at section0000, East Fork River, Wyoming, 1980 44
6. Hourly discharge, in cubic meters per second, at section2505, East Fork River, Wyoming, 1980 48
7-48. Summary data of main-channel hydraulic geometry, East Fork River, Wyoming, 1980:
7. Section 0043 508. Section 0075 519. Section 0137 52
10. Section 0175 5311. Section 0220 5412. Section 0257 5513. Section 0301 5514. Section 0348 5715. Section 0421 5816. Section 0460 5917. Section 0516 6018. Section 0556 6119. Section 0602 6220. Section 0653 6321. Section 0708 6422. Section 0757 6523. Section 0806 6624. Section 0853 6725. Section 0898 6826. Section 0940 6927. Section 0985 7028. Section 1038 7129. Section 1077 7230. Section 1120 7331. Section 1155 7432. Section 1202 7533. Section 1241 7634. Section 1284 7735. Section 1315 7836. Section 1360 7937. Section 1395 8038. Section 1425 8139. Section 1481 8240. Section 1533 83
iv
TABLES Continued
Page Tables 7-48. Continued
41. Section 1573 8442. Section 1610 8543. Section 1662 8644. Section 1695 8745. Section 1730 8846. Section 1766 8947. Section 1800 9048. Section 1830 91
49. Summary of near-synoptic observations of water-surfaceelevations, in meters, East Fork River, Wyoming, 1980 92
50. Water-surface slope over 1830-meter reach ending atsection 0000, East Fork River, Wyoming, 1980 110
51-92. Summary data of local water-surface slope, East Fork River, Wyoming, 1980:
51. Section 0043 11152. Section 0075 11253. Section 0137 11354. Section 0175 11455. Section 0220 11556. Section 0257 11657. Section 0301 11758. Section 0348 11859. Section 0421 11960. Section 0460 12061. Section 0516 12162. Section 0556- 12263. Section 0602 12364. Section 0653 12^65. Section 0708 12566. Section 0757- 12667. Section 0806 12768. Section 0853- 12869. Section 0898 12970. Section 0940 13071. Section 0985 13172. Section 1038 13273. Section 1077 13374. Section 1120 13475. Section 1155 13576. Section 1202 13677. Section 1241 13778. Section 1284 13879. Section 1315 13980. Section 1360 14081. Section 1395 14182. Section 1425 14283. Section 1481 14384. Section 1533
TABLES Continued
Page Tables 51-92. Continued
85. Section 1573 14586. Section 1610 14687. Section 1662 14788. Section 1695 14889. Section 1730 14990. Section 1766 15091. Section 1800 15192. Section 1830- 152
93. Summary of suspended-sediment data, at section 0000,East Fork River, Wyoming, 1980 153
94. Summary of suspended-sediment data, at section 2505,East Fork River, Wyoming, 1980 154
95. Summary of scale readings of dry mass, in grams, of samples collected with the Helley-Smith bedload sampler at given section, East Fork River, Wyoming,198Q________________________________________________________________ -ice
96. Summary of bedload-transport rates at given section,East Fork River, Wyoming, 1980 158
97. Summary of bedload-transport rates, three-section average of given section and next downstream and upstream sections, East Fork River, Wyoming, 1980 161
98-139. Summary data of bedload transport and riverhydraulics, East Fork River, Wyoming, 1980:
98. Section 0043 16499. Section 0075 165
100. Section 0137 166101. Section 0175 167102. Section 0220 168103. Section 0257 169104. Section 0301 170105. Section 0348 171106. Section 0421 172107. Section 0460 173108. Section 0516 174109. Section 0556 175110. Section 0602 176111. Section 0653 177112. Section 0708 178113. Section 0757 179114. Section 0806 180115. Section 0853 181116. Section 0898- 182117. Section 0940 183118. Section 0985 184119. Section 1038 185120. Section 1077 186
vi
TABLES Continued
Page Tables 98-139. Continued
121. Section 1120 187122. Section 1155 188123. Section 1202 189124. Section 1241 190125. Section 1284 191126. Section 1315 192127. Section 1360 193128. Section 1395 194129. Section 1425 195130. Section 1481 196131. Section 1533 197132. Section 1573 198133. Section 1610 199134. Section 1662 - 200135. Section 1695 201136. Section 1730 202137. Section 1766 203138. Section 1800- 204139. Section 1830 205
140-181. Summary of grain-size distribution data, East Fork River, Wyoming, 1980:
140. Section 0043 206141. Section 0075 207142. Section 0137 208143. Section 0175- 209144. Section 0220 210145. Section 0257 211146. Section 0301 212147. Section 0348 213148. Section 0421 214149. Section 0460 215150. Section 0516 216151. Section 0556 217152. Section 0602 218153. Section 0653 219154. Section 0708 220155. Section 0757 221156. Section 0806 222157. Section 0853 223158. Section 0898 224159. Section 0940 225160. Section 0985 226161. Section 1038 227162. Section 1077 228163. Section 1120 229164. Section 1155 230165. Section 1202 231
vii
TABLES Continued
Page Tables 140-181. Continued
166. Section 1241- 232167. Section 1284 233168. Section 1315 234169. Section 1360 235170. Section 1395 236171. Section 1425 237172. Section 1481 238173. Section 1533 239174. Section 1573 240175. Section 1610 - 241176. Section 1662 - 242177. Section 1695 243178. Section 1730 244179. Section 1766 245180. Section 1800 246181. Section 1830 247
182-223. Summary of statistical data, grain-size distribu tion of bedload, East Fork River, Wyoming, 1980:
182. Section 0043 248183. Section 0075 249184. Section 0137 250185. Section 0175 251186. Section 0220 252187. Section 0257 253188. Section 0301 254189. Section 0348 255190. Section 0421 256191. Section 0460 257192. Section 0516 258193. Section 0556 259194. Section 0602 260195. Section 0653 261196. Section 0708 262197. Section 0757 263198. Section 0806 264199. Section 0853 265200. Section 0898 266201. Section 0940 267202. Section 0985 268203. Section 1038 269204. Section 1077 270205. Section 1120 271206. Section 1155 272207. Section 1202 273208. Section 1241 274209. Section 1284 275210. Section 1315 276
viii
TABLES Continued
Page Tables 182-223 . Continued
211. Section 1360 277212. Section 1395 278213. Section 1425 279214. Section 1481- 280215. Section 1533 281216. Section 1573 282217. Section 1610 283218. Section 1662 284219. Section 1695 285220. Section 1730- 286221. Section 1766- 287222. Section 1800 288223. Section 1830 289
IX
FIELD DATA DESCRIBING THE MOVEMENT AND STORAGE OF SEDIMENTIN THE EAST FORK RIVER, WYOMING
Part III. River Hydraulics and Sediment Transport, 1980
By William W. Emmett, Robert M. Myrick, and Robert H. Meade
ABSTRACT
Frequent measurements of river stage, water discharge, sediment- transport rate and particle-size gradation, and river slope were made at 44 cross sections along a 1.83-kilometer reach of the East Fork River, Wyoming, during the spring 1980 snowmelt runoff. Bankfull discharge is about 20 cubic meters per second; this was exceeded on 10 days or about 3 percent of the time. Maximum discharge was about 31 cubic meters per second which has a recurrence interval of about 2 years. Suspended- sediment concentrations remained less than 200 milligrams per liter. In general, less than half the suspended-sediment load was finer than sand- size material. Bedload-transport rates were variable and ranged from zero to more than 3 kilograms of dry mass per second, equivalent to about 20 newtons per second (watts per meter). Median grain size of bedload was about 0.5 to 1.0 millimeter by number of particles, or 1.0 to 2.0 milli meters by weight of particles. River slope along the entire 1.83-kilometer reach generally ranged from about 0.0007 at high flow to 0.0008 at low flow. Locally, river slope at low flow ranged from near zero in pool reaches to more than 0.002 in riffle reaches. At high flow, pools commonly had a steeper river gradient than riffles. Trends in river slope were reflected in the bedload-transport rates. During rising stages, pools scoured and bedload-transport rates were high; the riffles filled and bedload-transport rates were low. The opposite trend occurred during decreasing stages. Hydrologic data are tabulated and an explanatory text facilitates its use for description of river hydraulics and sediment transport.
INTRODUCTION
Since 1967, East Fork River in western Wyoming has been a field laboratory for the study of fluvial processes. Studies in East Fork River and its principal tributary, Muddy Creek, have been reported by Andrews (1979a, 1979b, 1981), Bagnold (1977, 1980), Bennett and Nordin (1977), Dietrich and others (1979), Dunne and Leopold (1978), Emmett (1980a, 1980b, 1981), Leopold and Emmett (1976, 1977), Lisle (1979), Mahoney and others (1976), Meade and others (1981), and Prestegaard (1982).
Beginning in 1979, the program was intensified to provide more defini tive data on bedload transport in a stream where the distribution of transportable material on the streambed was not uniform. Data for the 1979 field season have been published as parts I and II of this series of reports (Emmett and others, 1980; Meade and others, 1980).
This report is the first (Part III) of two (Parts III and IV) that tabulate the data collected during the snowmelt runoff season of 1980 along a 1.83-km (kilometer) reach of East Fork River, Wyoming. Character istics of the study reach and of the drainage basin upstream are summarized herein, as they have been by Andrews (1979b), Emmett and others (1980), and Mahoney and others (1976). This report also contains data on river hydraulics, channel geometry, and rate and gradation of transported sedi ment. The other report in the 1980 series (Part IV, Meade and others, 1982) tabulates the river-bed elevations that were measured and the types of bed material that were observed during a period of several months at cross sections along the reach.
Two principal differences distinguish the 1979 and 1980 data collections First, during 1979, 41 cross sections were spaced approximately at equal distances along a 3.3-km reach; during 1980, 44 cross sections were spaced approximately at equal distances along the downstream most 1.83 km of the 1979 reach. Second, during 1979, bed-material sampling at each cross section was the dominant sediment measurement; during 1980, bedload measure ments were the dominant sediment data collected at each cross section.
Prior to the 1979 field season, bed-material particles were dyed with a fluorescent resin coating, and separate-colored particles were injected as bed-material tracers at three sections within the study reach. Analysis of the dispersion, by distance and particle size, of fluorescent-tracer particles is presently underway.
BACKGROUND
The East Fork River originates in the Wind River Range of Wyoming west of the Continental Divide and east and south of Mt. Bonneville (fig. 1). From a series of small alpine lakes and an altitude of approximately 3,400 m (meters), the East Fork River descends about 1,250 m in 50 river km to the project reach described in this report. Downstream from the study reach, it continues another 50 km to its confluence with the New Fork River, tributary to the Green River.
During 1979, the study reach was 3.3 km long and terminated downstream at a bedload trap constructed across the river (Leopold and Emmett, 1976; Emmett, 1980a). The general configuration of this study reach is shown in figure 2; the number shown at each section is the centerline distance in meters upstream from the bedload trap. During 1980, only the lowermost 1.83 km of the 1979 reach were extensively measured. Exceptions were data on river stage, water discharge, and suspended sediment that were collected at section 2505. Additional cross sections and the general configuration of the 1980 study reach are shown in figure 3.
Drainage Boundary
10 15 KILOMETERS
Figure 1. East Fork River, Wyoming, drainage area,
BEDLOAD TRAP (0000)
^0043 ^
0075
1479
1901
1996
EAST FORK RIVER
28743295
200 METERS
I
Figure 2. Location of cross sections along the 3.3-km study reach, 1979.
BEDLOAD TRAP (0000)
0043
0898
0940
0985
100 METERS
Figure 3. Location of cross sections along the 1.83-km study reach, 1980.
The bedload trap was installed at latitude 42°40'23" N., longitude 109° 34'16" W. The drainage area of the East Fork River at this point is about 500 km2 (square kilometer). Approximately half of this basin area lies within the Wind River Mountains; the other half of the basin area is drained by a major tributary, Muddy Creek, that enters the East Fork River about 4 km upstream from the bedload trap and drains an upland of rolling hills underlain by lower Tertiary sandstone and shale of the Wasatch Forma tion. The mountainous part of the basin is underlain by granitic and metamorphic rocks, mostly of Precambrian age. Much of the sand part of the sediment load for the East Fork River comes from the Muddy Creek basin, but most of the water during high flow comes from melting snow in the mountain area.
Along the study reach, the East Fork River meanders in a flood plain averaging 100 m in width, which, in turn, is confined by the Wasatch Forma tion or by glacial outwash terraces of sand and gravel. The tread or sur face of the most prominent terrace is about 5 m above the flood plain. The terraces and outcrops of the Wasatch Formation are sources of fresh sand and gravel debris wherever the river impinges laterally against them.
All elevations reported herein are referenced to the National Geodetic Vertical Datum (NGVD) of 1929 by three complete leveling surveys, conducted during May and October 1979, and during September 1980. Partial leveling surveys were conducted to reestablish NGVD elevations to reference markers when they were repositioned after the river had damaged or destroyed them.
PRESENTATION OF DATA
Each type of collected data is presented in a table or series of tables; all tables are included at the end of this report. In most instances, footnotes make the tables self-explanatory. As each table or series of tables is presented, additional explanation is provided in the text to note exceptions in field procedures, differences in 1979 and 1980 techniques, types of data collected, relations to other tables, and, in general, to minimize any confusion in the compilation of data.
After all data are presented, there is a section titled Discussion. The principal purpose of that section is to present some of the data and their interrelations in graphical format. It is not intended as definitive interpretation but rather to enhance the explanation of the included data and to facilitate its use by others.
STAGE AND DISCHARGE
Mean annual precipitation in the drainage basin ranges from about 300 mm (millimeters) in the vicinity of the study reach to an estimated 1,200 mm in the headwater areas. This can be compared to a mean annual runoff of about 450 mm at gaging station 09203000, East Fork River near Big
Sandy, which is located about 22 river km upstream from the study reach. This value of runoff corresponds to a mean annual discharge of about 3 m /s (cubic meters per second) which is approximately valid for the study reach as well. Mean annual discharge is equaled or exceeded about 25 percent of the time.
Most of the precipitation occurs as snow. The high-flow season caused by spring snowmelt in the mountains extends from mid-May to early July and accounts for about 75 percent of the total annual flow. During spring run off, diurnal fluctuations through the study reach are characterized by a rising stage during the morning, a peak stage at midday, and a declining stage during the afternoon. This fluctuation at the study reach reflects snowmelt in the mountains from the previous day.
Two continuous stage recorders were located at sections 0000 and 2505 (fig. 2). Hourly values of gage height provided by these records are listed in table 1 for section 0000 and table 2 for section 2505. The record for both sections includes the spring runoff period, and for section 0000 extends to late summer.
Discharge measurements were made at or near sections 0000 and 2505 to define rating curves relating gage height and water discharge. These dis charge measurements are summarized in tables 3 and 4. Footnotes to tables 3 and 4 specify the exact locations of discharge measurements; water-level elevations were always referenced to section 0000 (table 3) or section 2505 (table 4). Though all measurements are valid to define rating curves for the respective section, not all data of tables 3 and 4 can be used to con struct hydraulic-geometry relations at the two sections. For section 0000, the upper part of table 3 lists data of the complete discharge measurement; the lower part of table 3 lists effective values of the discharge measure ment, or that part of the total discharge occurring above the 14.6-m width of the bedload trap. For section 2505, shallow overbank flows on the left- bank flood plain were not measured and all values listed in table 4 are effective discharges, or that part of the total discharge occurring within or above the main channel. All movement of bed material occurred within the measured width.
Stage-discharge relations determined from the measurements listed in tables 3 and 4 were applied to the stage records of tables 1 and 2 to give hourly values of discharge for the runoff season at sections 0000 and 2505. These hourly values of discharge are listed in tables 5 and 6.
The level of the flood plain corresponds with the bankfull stage of the river, at which the water has an average depth of about 1.2 m. The bankfull discharge is about 20 m3 /s. During 1980, bankfull discharge was exceeded on 10 days, or nearly 3 percent of the time. Maximum discharge during 1980 was about 31 m3 /s, which has a recurrence interval of about 2 years.
HYDRAULIC AND CHANNEL GEOMETRY
Of the 44 cross sections measured during 1980 (fig. 3), two are not typical of main-channel fluvial characteristics. Section 0000 (bedload trap) is constrained in its hydraulic adjustments because of the control created by the concrete bedload trap. Section 1400 (chute 1400) is across a major bypass channel that conveys water and sediment at all but lowest discharges. The cross-sectional shapes of the 42 main-channel sections, as well as section 1400 when it conveyed water, were measured daily or about daily during the period of principal runoff, and less frequently during the midsummer recession in flow. This massive data collection, involving more than 45,000 separate measurements of bed elevation, comprises the bulk of the information presented in Part IV of this report series (Meade and others, 1982). Certain summaries of this cross-sectional data constitute the hydraulic-geometry parameters that are applicable to the bedload- transport data of this report and are, accordingly, presented herein.
Summary data of hydraulic geometry for the 42 main-channel sections are presented in tables 7-48. The date column contains the dates that all, or in a few instances only selected, cross sections were measured. Thus, all tables have the same number of date entries and are formatted identi cally with the one exception that sections 0000 through 0653 were measured on September 16 and sections 0708 through 1830 were measured on September 15. The September 15-16 data (last date entry in the tables) may be considered synoptic because discharge was constant at a value of about 0.7 m /s. No entry in the time column indicates no measurement of cross section on that date for the given section.
Entries in the discharge column indicate that bedload-transport data as well as hydraulic-geometry data are available for that date. For each entry, the value listed is the discharge at section 0000 at the time water- level elevation was measured at section 0000. Times of water-level measure ments for all dates and sections are listed in table 49. For various dates, some cross sections were measured during rising stages and others during declining stages; therefore, the listed values of discharge are only approximate for the given section. Because actual values of discharge are both higher and lower than the listed values, regression of actual water- level values at the given section versus discharge values as listed may provide a rating-curve relation capable of predicting discharge at the section more exactly than the value listed. This technique also may be used to compute values of discharge for dates when there is no entry.
Water-level elevations are mean centerline elevations determined by prorating values from both left- and right-bank staff gages. This proce dure effectively eliminates effects of super elevation at curves and perturba tions by bank irregularities. Active-bed elevations were determined by subtracting individual cross-channel soundings from the prorated cross- channel water-surface elevations. Mean values of the active-bed elevations were computed across the channel widths of the active bed.
The width of the active bed is defined as that cross-channel distance over which bedload may be transported. For each section, it has a maximum value equal to the distance between the bottoms of the left and right banks, but may have a lesser value ̂ at low flows. Channel-wide depths are mean values for the full water-surface width of the main-channel flow; however^ the water-surface width of the main channel is exclusive of very shallow flood-plain flows that may occur at some sections during very high discharges, Values of the main-channel and total-flow areas usually are the same (see, for example, table 7, section 0043). There are two types of exceptions: (1) At some sections, secondary channels carry flow at high discharge; these were separately measured and values of their flow area were added to the main-channel values for sections 0257, 0301, 0653, 0808, and 1481 (tables 12, 13, 20, 23, and 39); and (2) any time chute section 1400 con veyed water, the flow area of section 1400 was added to sections 1360, 1396, and 1425 (tables 36-38).
Data of tables 7-48 allow computation of other hydraulic character istics. For example, mean velocity in the main channel may be computed by dividing discharge by the main-channel flow area.
WATER-SURFACE ELEVATIONS
At each of the 43 main-channel cross sections shown in figure 3, left- and right-bank staff gages allowed measurement of water-level elevations. At 42 sections between these cross sections, additional left- and right- bank staff gages were located approximately halfway between sections. There were two exceptions to this spacing: (1) No additional staffs were located between sections 0043 and 0075 because of the effect of a road bridge; and (2) two pairs of staffs were located between sections 0075 and 0137 because this was a longer than average reach between sections. Thus, 170 staff gages arranged as 85 left- and right-bank pairs were about equally spaced along the study reach. These gages were measured in two ways: (1) Special traverses of the river reach by boat enabled all gages to be read within 1 to 2 hours; and (2) the gages were read within a longer time span (generally 4 to 6 hours) as survey crews measured the cross sections. Totally, the staff gages were read on 44 traverses of the river. These near-synoptic measurements of water level, about 7,500 separate measurements in all, are listed in table 49 by date, time, and section, and provide an extensive data base for computation of water-surface slope. Cross-referencing the times of table 49 to those in tables 1 and 2 provides a measure of any effect caused by diurnal fluctuations in stage. Although some slope traverses preceded the downstream passage of daily peaks in stage, other traverses lagged, and still others coincided with peak stage or were conducted at a near-constant stage. These minor differences in timing of the slope traverses are not sufficient to mask trends in slope characteristics with changes in stage, neither throughout the entire reach nor locally at given sections.
WATER-SURFACE SLOPE
Least-squares linear-regression techniques were applied to the sets of water-level elevations in table 49. Mean water-surface slopes throughout the 1,830-m reach for the 44 sets of staff-gage readings are listed in table 50. Slope ranged from 0.00083 at low water to 0.00066 at high water. Statistical data for the slope regressions are listed in table 50; for every regression, the standard error in slope was 0.00001. The time required to conduct each of the slope traverses is listed in the last column of the table.
Mean water-surface slope throughout the entire reach flattened as dis charge increased. However, while local riffle reaches showed the same trend (indeed exaggerated; from >0.002 at low flow to <0.0005 at high flow), local pool reaches showed the opposite trend (from -0.0000 at low flow to -0.001 at high flow). Local slope is likely to have greater importance in hydraulic computations than is a mean slope for a long reach of river. To facilitate use of slope data, values of local slope at the 42 cross sections beginning with section 0043 (fig. 3) are listed in tables 51-92 for the 44 sets of observations. For each section, local slope for five different lengths of river reach are provided. These reach lengths are equivalent to 3, 5, 10, 15, and 20 channel widths, or distances of about 55 to 370 m. This also corresponds to using 3, 5, 9, 13, and 17 pairs of staff gages in the linear regressions. Note that for several upstream-most and downstream- most sections, local slope values for the longer of the local reaches could not be determined because gages did not exist beyond stations 0000 and 1830.
BED-MATERIAL GRADATION
Composition of the streambed of the East Fork River in the study reach is predominantly sand, but gravel bars are spaced at regular intervals. Bed material was not sampled during 1980, but it has been extensively sampled in the past (see Emmett, 1980a, and especially Emmett and others, 1980, tables 8 and 9). Composition of bed material varies greatly between the sandy pools and gravelly riffles, but overall the median grain size,
is 1.28 mm; d35 and dg5 have diameters of 0.50 and 2.88 mm; and djg and have diameters of 0.30 and 13.31 mm (Emmett and others, 1980).
Bed material larger than about 8 mm seldom is transported as bedload and represents a gravel base over which most bedload is transported. Painted-rock experiments on gravelly riffles indicate, with time, that all particles are likely to move at least small distances, but the paucity of such movements limits their effect in determining bedload- transport rates.
10
SUSPENDED SEDIMENT
Suspended-sediment concentrations were determined by collecting depth- integrated water samples at equal-width increments using either a DH-48 or D-74 sampler (Guy and Norman, 1970). Values of concentration are listed in tables 93 (section 0000) and 94 (section 2505). The suspended-sediment transport rate, in dry mass per unit time, may be computed as concentration x discharge x conversion constant; concentration is in milligrams per liter and discharge is in cubic meters per second. For units of kilograms per second, the conversion constant has a value of 1 x 10~ 3 ,L'k"
1 x 10 3 -3TTTos- = 1 x 10
where 1 x 10 3 is the number of liters in a cubic meter and 1 x 106 is the number of milligrams in a kilogram. For units of tons per day, the con version constant has a value of 0.0864, converting kilograms to tons and seconds to days.
The fundamental physical quantity describing sediment transported in a stream is power dissipation. Values of suspended-sediment transport rate in the appropriate power dissipation units may be computed as concen tration x discharge x conversion constant. The conversion constant has a value of 6.106 x 10~ 3 , L'kg N ;
V-mg-s?'
1 x 10~ 3 ( 2 ' 6 o Ir 1 ' 00 ) 9.807 = 6.106 x 10~ 32. . D_>
where 1 x 10~ 3 is the conversion to dry mass in kilograms per second, the term in parentheses converts dry mass to immersed mass (2.65 is the solid mass density, 1.00 is the fluid mass density) and 9.807 is the acceleration of gravity in meters per second squared. Dimensions are watts per meter and represent the suspended-sediment transport rate (power dissipation) per unit length of channel. These values are equivalent to immersed weight (force) per unit time, in newtons per second.
Values of water temperature at the time of observation, and the per centage of sediment finer than the silt-sand break (0.062 mm), also are listed in tables 93 and 94.
BEDLOAD
Bedload was sampled at 42 main-channel sections (0043 to 1830) and at chute section 1400 by using Helley-Smith bedload samplers. The Helley- Smith sampler has been described by Helley and Smith (1971); additional description including calibration characteristics and field procedures has been provided by Emmett (1980a, 1980b, 1981).
11
Bedload at each measured section was sampled at 1-m increments across the full width of the active bed of the channel. All bedload was trans ported through the measured width of channel. As indicated by width data in tables 7-48, sampling involved a traverse across a constant bank-to-bank width for most days of measurement. For some lower-flow measurements, parts of the active bed were above water surface and, of course, were not measured.
At some sections, bedload samples at each increment of width were retained separately so that details of cross-channel variations in bedload characteristics could be determined. At other sections, only streamwide data were collected, either by compositing samples directly in the sampler or by retaining separate samples in a common container. Because more than 20,000 bedload measurements were involved, some compositing of samples was necessary to make subsequent analyses of size and transport rate a practi cal task. Cross-channel variations in bedload characteristics will be analyzed later; this report includes only streamwide composite values.
The bedload trap at section 0000, which has been used to collect most bedload data on the East Fork River since 1973, was not operated during 1980 for two reasons: (1) A sufficient data base has been collected for the bedload-trap section; and (2) the 1980 field program was designed to relate bedload characteristics to channel-geometry characteristics, and the concrete structure of the bedload trap does not allow a self-formed cross- sectional channel shape.
Bedload-Transport Rate
Data from the bedload sampling are listed in table 95. Values recorded are scale readings of dry mass, in grams, of bedload retained in the sampler during the cross-channel traverse of sampling. Values in table 95 may be converted to a weight (force), in newtons, by allowing for the acceleration of gravity. This conversion involved multiplication by a factor of 9.807 x 10" 3 / kg-mN ;
9.8071,000
= 9.807 x 10~ 3
where 9.807 is the acceleration of gravity in meters per second squared, and 1,000 is the conversion from grams to kilograms. Dashes in table 95 mean no samples were collected; values of zero are measured quantities. Bedload quantity measured on a given day in chute section 1400 was added to quantities measured in sections 1360, 1396, and 1425 on that day, because section 1400 served as a common measuring section for a channel that bypassed those three sections (fig. 3).
12
Data of table 95 are converted to streamwide-transport rates in table 96. The top part of table 96 presents transport rates as dry mass per unit time, in kilograms per second. This conversion involves multi plication by a factor of 4.374 x 10~4 , kg
0.0762 x 30 x 1,000=, 4.374 x 10
-it
where 1 is the 1-m incremental sampling positions, 0.0762 is the actual width in meters (width of sampler) sampled in each increment, 30 is the duration, in seconds, that the sampler was on the stream bottom at each position, and 1,000 is the conversion from grams to kilograms. Dimensions of values in the top part of table 96 are kilograms per second and repre sent the dry-mass transport rate of bedload.
As with suspended sediment the fundamental physical quantity describ ing bedload transported in a stream is power dissipation. Values of bedload-transport rate in the top part of table 96 are converted to the appropriate power dissipation units in the bottom part of table 96 by con sideration of the immersed weight (force) of solids. This conversion involves mult iolicat ion by a factor of 6.106 ,m
( 2 - 652^ 51 - 00) 9.807 - 6.106
where the term in parentheses converts dry mass to immersed mass, and 9.807 is the acceleration of gravity in meters per second squared. Dimensions of values listed in the bottom part of table 96 are watts per meter and represent the bedload-transport rate (power dissipation) per unit length of channel. These values are equivalent to immersed weight (force) per unit time, in newtons per second. Values in the bottom part of table 96 may be further converted to bedload-transport rate (power dissipation) per unit area of streambed by dividing by the appropriate values of bed width listed in tables 7-48.
Individual values of transport rate listed in table 96 are subject to extreme values related to two factors: (1) With existence of bedforms, instantaneous bedload-transport rates range from about zero to four times the mean value (the sampling program minimized much of the effect of this variation because the number of samples collected at each section during the total time period necessary to collect the samples provided an averag ing of instantaneous transport rates to approximate a mean transport rate) ; and (2) any given sample is likely to be erroneous because of problems inherent in bedload sampling. The second effect was minimized because known contaminated samples were discarded and new samples collected. To decrease the significance of extreme values in determining correlation of bedload data with hydraulic characteristics, some averaging of measured values is desirable. Data of table 96 appear in table 97 as a 3-section
13
average of measured values. Transport rates in table 97 are expressed in the same units as table 96. The top part of table 97 lists transport rates as dry mass per unit time, in kilograms per second. The bottom part of table 97 lists transport rates as power dissipation per unit length of channel, in watts per meter, which is equivalent to immersed weight (force) per unit time, in newtons per second. The values in table 97, resulting from the 3-section averaging of measured values, are considered appro priate for subsequent use in correlating transport-rate data to the hydraulic-geometry data in other tables of the report.
Bedload-transport rates from both parts of table 97 are summarized in tables 98-139 in a format that is compatible with the hydraulic geometry data of tables 7-48 and the slope data of tables 51-92. The first 3 columns of tables 98-139 list date, time, and discharge. These common entries will facilitate error-free cross referencing of tables 98-139 with other sets of tables.
To provide data for graphic explanation in the Discussion section of this report, tables 98-139 also list computed values of the ratio of mean velocity to shear velocity, u/u^, and of stream power. Data for the com putations come from tables 7-48 and 51-92. The parameter, u/u^, is a measure of flow resistance and is inversely proportional to roughness. Mean velocity, u, is computed as discharge, in cubic meters per second, divided by main-channel flow area, in square meters; shear velocity, u^, is computed as the square root of the product of gravitational accelera tion (9.807 m/s2 ); mean depth above the active-bed width, in meters; and water-surface slope. The term, u/u^, is a dimensionless ratio. Stream power is a measure of the work rate of a stream; it is computed as the product of gravitational acceleration (9.807 m/s2 ); mass density of water (1,000 kg/m3); discharge, in cubic meters per second; and water-surface slope. (The appropriate mass density is that for the fluid mixture of water and suspended sediment; for flows with high values of suspended-sediment concentration, the values of fluid mass density are somewhat greater than 1,000 kg/m3 .) Dimensions of stream power are watts per meter (newtons per second) and represent the power available per unit length of channel, including that dissipated in the transport of sediment. Stream power per unit length of channel may be converted to stream power per unit area of streambed by dividing by the appropriate values of bed width listed in tables 7-48. Computed values of u/u^ and stream power involve values of water-surface slope from tables 51-92. Computations are provided for both a local slope (reach length equivalent to 5 channel widths) and a longer slope (reach length equivalent to 15 channel widths). Footnotes to these computations provide additional explanation; also see the section on Water- Surface Slope.
14
Bedload-Particle Size
Particle-size distributions of bedload samples were determined using an electronic image scanner and a microcomputer. The image-scanning sys tem has been described by the manufacturer (Imanco 1 , 1971) and applications of such systems are becoming more common in particle-size analyses. Only a brief summary of the procedure is given here. A slide is prepared from a representative selection of particles from the bedload sample, and the vertically-projected area of each particle is measured and the number of measured particles is counted. The equivalent diameter of each particle is determined from the equation for the area of a circle:
- _ /4 Areax n 5 Diameter = ( )u.o7T
which is equivalent to assuming equal-length middle and long axes (B and C axes) of a particle for it is unlikely that a particle would stand on other than its short (A) axis. By contrast, customary sieve analyses commonly represent a diameter equivalent to the A and B axes because vibratory motion lets the long axis of a particle go through a sieve opening which is related in size to the short and middle axes of the particle. However, for predominantly quartz particles ranging in size from medium sand to fine gravel, tests comparing sieved and scanned samples show little difference between the two. That is, particle shapes were more spheroid than elon gated or oblate.
During the scanning procedure, a finite number of particles is counted and measured. Repetitive scanning counts of split samples indicated that a total count of 400 particles was adequate to allow replication of results if particles smaller than 0.5 mm were excluded from the count. Only one discrepancy was noted. If a sample contained only a few large particles, a large particle generally was, but not always, in the included count. (Large here is defined as relative to the size of other particles in the sample, always smaller than 16 mm, and usually about 4 mm.)
A summary of the particle-size distributions determined for each of the bedload samples is given in tables 140-181. The format of these tables is identical to those of the transport-rate data (tables 98-139) to enable cross-referencing of size and rate data. Particles smaller than 0.5 mm were deleted from the size analyses, but the deletion does not greatly affect the analysis because particles smaller than 0.5 mm are likely to represent suspended-transport processes rather than bedload processes. Dashes in tables 140-181 indicate either no sample was collected or the measured transport rate was zero. (Transport rates of zero are identified in tables 95-97.)
use of brand names in this report is for identification only and does not constitute endorsement by the U.S. Geological Survey.
15
A summary of statistical data describing the particle-size distribu tions is given in tables 182-223. These tables list particle diameters at 10 different percentiles of the particle-size distributions. The upper parts of tables 182-223 provide statistics for size distributions determined by the number of particles of given size; they are based directly on data of tables 140-181. The bottom parts of tables 182-223 provide statistics based on converting a numbers distribution to a weight distri bution. Sieve analyses provide distributions by weights, and comparative tests indicated that sieve-analysis results were proportional to the cube of scanning-analysis results. That is, weight is proportional to volume which is proportional to the cube of the diameter of the counted particles. When the percentage of particles retained in each size class is "weighted" by a factor equal to the cube of the diameter of the size class, the weighted values are equivalent to percentage-retained values obtained from sieve analyses. One exception was if a single large particle was retained, it did not greatly affect the size distribution of 400 counted particles; it represented 1/400, or 0.25 percent. But, if the large particle was 4 mm, its weighting factor was (4) 3 or 64, and its effect in the size distribu tion by weight was large (one 4-mm particle weighs as much as sixty-four 1-mm particles). Because it is unlikely that a large particle in a scan ning analysis of only 400 particles represents the true frequency of large particles, particles larger than 4 mm were excluded in the preparation of the lower parts of tables 182-223. Values listed in the lower parts of tables 182-223 are considered representative of the equivalent sieve diam eters for the percent-finer values listed. But for the most meaningful measure of largest particles in transport, reference should be back to tables 140-181.
DISCUSSION
The following discussion uses data of selected sections to illustrate some interrelations of hydraulic and sediment-transport characteristics. The discussion is not meant to be definitive interpretation, but only to enhance the earlier explanations.
To review, along a 1.83-km reach of river, 42 main-channel measuring sections were established at intervals equivalent to 2 to 3 channel widths. Thus, measuring sections were located in pools and riffles, curved and straight reaches, and several repetitions of such channel-geometry fea tures. For approximately a 50-day period spanning the 1980 spring runoff season, near-daily measurements at each section included transverse water- surface and stream-bed elevations, and bedload-transport rate. In addi tion, longitudinal slope was measured and discharge was known. The data- collection program was designed to allow a complete sediment budget or accounting of the movement and storage of sediment within the reach of river. Data from seven sections, spanning the riffle-to-pool reach of section 1315 to section 1077 (see fig. 3), will be used as examples to illustrate the data. The period of record used is from May 13 to June 29, 1980, which is inclusive of the period of intensive bedload sampling.
16
The hydrograph, or discharge record, is shown at the top of figure 4. Values of discharge plotted are those at section 0000 and conform to the values of discharge listed in tables 7-48, 50, 51-92, and 98-139. Dis charge was approximately bimodal with peaks on May 24 and June 12 (day 43). Mean water-surface slope (table 50) throughout the 1.83-m reach is plotted on the middle graph of figure 4; there was little change in mean slope with change in discharge. Slope ranged from 0.00083 at low flow to a little less than 0. 0007 at high flow. The bottom graph on figure 4 shows local water-surface slope, measured along a reach of river equivalent to about 15 channel widths, or 275 m (tables 51-92). At the riffle (section 1315, table 79) slope decreased from about 0.0011 at low flow to about 0.0004 at high flow. Conversely, the pool (section 1077, table 73) increased in slope from about 0.0004 at low flow to a little more than 0.0008 at high flow. Two factors that effect later discussion are noted: (1) At high flow, the water-surface slope in the pool was steeper than that in the riffle; and (2) the peaking of the slope in the pool preceded the ebbing of the slope in the riffle.
The hydrograph is repeated at the top of figure 5. In the center of figure 5 is plotted stream power (tables 98-139), computed as described in the section entitled Bedload-Transport Rate. The differences noted in the slope relations (fig. 4) cause similar differences in the stream- power relations for the pool versus the riffle (fig. 5). At low flow, the pool (section 1077, table 120) had less stream power than the riffle (sec tion 1315, table 126), and at high flow, the pool had the greater stream power. Bedload-transport rate, expressed as power dissipation (tables 98-139), is plotted at the bottom of figure 5, and the trends in transport rate approximate those of stream power. At low flow, little or no bedload was moving in the pool, but at high flow, maximum transport occurred in the pool. Bedload continued to move in the riffle at low flow, but at high flow the transport rate was not as high as in the pool.
Changes in hydraulic geometry (tables 7-48) concurrent with changes in bedload-transport rate (tables 98-139) are shown in figure 6. At high flow, the pool (section 1077, table 29) scoured to promote the high trans port rate, and the riffle (section 1315, table 35) filled as it could not maintain the transport rate. Conversely, at low flow, which is shown at the top of figure 6, the bottom graph shows that the pool filled and the riffle scoured. Maximum scour in the pool preceded maximum fill on the riffle as the scour made the material available for storage.
The sequence of events leading to the pool-riffle comparisons shown in figures 4-6 is illustrated in figure 7 for all seven sections (1315 to 1077) from the riffle to the pool. Water-surface slope (tables 73-79) is shown in figure 7A. At high flow, the riffle had a flattened water-surface slope, the pool had a steepened slope, and intermediate sections had inter mediate values. The opposite trend occurred at low flow. Stream power (tables 120-126) is shown in figure 7B. At low flow, the pools had lower values of stream power than the riffles; at high flow, pools had higher values of stream power than the riffles. Intermediate sections had inter mediate values. For bedload-transport rate (tables 120-126), figure 7C
17
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Mean Slope; Reach Length = 100 Channel Widths
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10 20 30 40 50
TIME, IN DAYS FROM MAY 1. 1980
RIFFLE
SECTION 1315
POOL
SECTION 1077
60
Figure 4. Discharge, mean water-surface slope, and examplesof local water-surface slope for a pool and a riffle, May-June 1980, East Fork River, Wyoming.
18 '
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200 -
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TIME, IN DAYS FROM MAY 1, 1980
60
Figure 5. Discharge, and examples of stream power and bedload-transport rate for a pool and a riffle, Hay-June 1980, East Fork River, Wyoming,
19
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6.30
5.5520 30 40 50
TIME, IN DAYS FROM MAY 1. 1980
60
Figure 6. Discharge, and examples of scour and fill for a pool and a riffle, Hay-June 1980, East Fork River, Wyoming.
20
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TIME, IN DAYS FROM MAY 1, 1980
RIFFLE
SECTION 1315
SECTION 1284
SECTION 1241
SECTION 1202
SECTION 1155
- SECTION 1120
POOL
SECTION 1077
60
Figure 7. Relations of selected river-hydraulic and sediment-transport characteristics as functions of time for seven river cross sections extending from a riffle to a pool, May-June 1980, East Fork River, Wyoming. B. Stream power.
22
10 20 30 40 50
TIME, IN DAYS FROM MAY 1. 1980
RIFFLE
SECTION 1315
SECTION 1284
SECTION 1241
SECTION 1202
SECTION 1155
SECTION 1120
POOL
SECTION 1077
60
Figure 7. Relations of selected river-hydraulic and sediment-transport characteristics as functions of time for seven river cross sections extending from a riffle to a pool, May-June 1980, East Fork River, Wyoming. C. Bedload-transport rate.
23
indicates there is an orderly progression from pool to riffle. As pre viously described, transport in the pool increased from near zero at low flow to a maximum at high flow. Although the riffle responded to high flow, there was a tendency for bedload-transport rate to be more uniform in the riffles regardless of flow magnitude. Mean bed elevations (tables 29-35) are used to illustrate scour and fill in figure 7D. The episodic trend in transport rate was reflected in the pattern of scour and fill, that is, in the temporary storage of bed material. Pools scoured during rising stage, riffles could not accommodate the transport rate and, thus, filled. The opposite pattern of scour and fill occurred during declining stage.
Hydraulic geometry refers to the relation of various hydraulic characteristics as functions of discharge. Some hydraulic-geometry rela tions are shown in figure 8. Curved or straight-line relations on the graphs show time trends by considering each data point in chronologic sequence. Discharge is the actual time-dependent parameter plotted. Because two stage rises and declines in the hydrograph occurred during the time period considered, those graphs that show a hysteresis loop have data that plot in two traverses around the loop. The line relations shown on the graphs are intended to illustrate trends. They are not statistically- determined best-fit relations, nor is differentiation made between values of the first or second stage rise and decline in the hydrograph.
Pool section 1077 is illustrated in figure 8A; data are from tables 29 and 73. The water-surface elevation or rating curve is a single-line relation. The bed-elevation curve shows scour during rise, fill during decline, and a clockwise hysteresis because of a quick scour and slow fill phasing; the depth curve reflects the bed-elevation curve with an opposite or counterclockwise hysteresis. The flow resistance (u/u^) curve shows increasing roughness with increasing discharge. Water-surface slope, whether for reach lengths of 5 or 15 equivalent channel widths, shows a significant clockwise hysteresis and increasing slope values with increasing discharge.
The riffle section 1315 (tables 35 and 79) is illustrated in figure 8B and shows many trends that are opposite to those of the pool. There is a slight fill during rising stage, slightly clockwise hysteresis to the depth curve, decrease in roughness with increase in discharge, and pro nounced counterclockwise hysteresis in slope with decreasing slope values as discharge increases.
Section 1202 (tables 32 and 76) is located midway between the pool and riffle; data from this section are plotted in figure 8C and demonstrate relations intermediate to those defined for the pool and riffle. There is no hysteresis to any of the relations, but the relations of flow resis tance and water-surface slope have largest values at medium low flow. That is, the relations are curvilinear with lesser values at both lower and higher discharge than at a medium discharge.
24
RIFFLE
SECTION 1315
SECTION 1284
SECTION 1241
SECTION 1202
SECTION 1155
SECTION 1120
POOL
SECTION 1077
10 20 30 40 50
TIME, IN DAYS FROM MAY 1, 1980
60
Figure 7. Relations of selected river-hydraulic and sediment-transport characteristics as functions of time for seven river cross sections extending from a riffle to a pool, May-June 1980, East Fork River, Wyoming. D. Mean bed elevation.
25
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14 21 28 35 07 14
DISCHARGE, IN CUBIC METERS PER SECOND
21 28 35
Figure 8A. Examples of hydraulic-geometry relations for water-surfaceelevation, mean bed elevation, depth, u/u^, and water-surface slope, May-June 1980, East Fork River, Wyoming. Pool section 1077.
26
8.0 16
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DISCHARGE, IN CUBIC METERS PER SECOND
Figure 8B. Examples of hydraulic-geometry relations for water-surfaceelevation, mean bed elevation, depth, u/u^, and water-surface slope, May-June 1980, East Fork River, Wyoming. Riffle section 1315.
27
8.0
7.5cooc
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DISCHARGE. IN CUBIC METERS PER SECOND
Figure 8C. Examples of hydraulic-geometry relations for water-surfaceelevation, mean bed elevation, depth, u/u.,,., and water-surface slope, May-June 1980, East Fork River, Wyoming. Intermediate section 1202.
28
Values of bedload-transport rates, expressed as power dissipation, are shown as functions of discharge and stream power in figure 9. Data are from tables 98-139. Bedload-transport rates are the 3-section average values. Values of stream power for the middle sets of graphs were computed using slope terms determined for reach lengths equivalent to 5 channel widths; in the bottom sets of graphs, slope terms were determined for reach lengths equivalent to 15 channel widths. For all parts of figure 9, left-hand graphs are arithmetic plots of data and right-hand graphs are log-transformed plots. Identical data appear in the left- and right-hand graphs.
Data for pool section 1077 (table 120) are shown in figure 9A. For the pool, the relation of bedload-transport rate to discharge has a clock wise hysteresis reflecting the input of scour during rising stage and fill during declining stage. However, because the relation of water-surface slope to discharge also has a clockwise hysteresis (fig. 8A) , the relation of bedload-transport rate to stream power becomes a straight line. Scatter that remains on plotting positions of data is random; no trends with rising or falling hydrograph are apparent. The relation is quite steep, reflect ing near-zero transport at low flow and high transport at high flow.
The same graphs for riffle section 1315 (table 126) are shown in figure 9B. The relation of bedload-transport rate to discharge is now counterclockwise in a unique way. That is, maximum transport generally occurs at a medium discharge rather than at maximum discharge. A similar trend appears in the relation of water-surface slope to discharge (fig. 8B), With both slope and transport relations being similar, there is again a straight-line relation of bedload-transport rate to stream power. How ever, the relation for the riffle is much flatter than for the pool and indicates more uniformity in transport rate through the riffle than through the pool.
The same graphs are shown in figure 9C for section 1202 (table 123), intermediate between the pool and the riffle sections. The hysteresis has disappeared from the bedload-transport rate to discharge relation, but its similarity with the slope to discharge relation (fig. 8C) provides for the straight-line relations of bedload-transport rate to stream power. The steepness of these latter relations is between that of the pool and riffle.
The field data on bedload have provided new insight to understanding the transport process and they show the importance of water-surface slope, or energy gradient, on transport rate. Many rivers have locally variable slope, both along the river and with change in stage. For such rivers, unique relations of bedload-transport rate to stream energy may exist for each section. Bedload-sampling procedures which integrate these unique relations, that is, a sampling procedure that traverses a reach of river, may provide valid estimates of mean annual sediment loads, but do not provide a valid sediment rating for any given section. The data further show that inadequacies in traditional thinking need be overcome before successful modelling of the flow of water and sediment in alluvial channels can be accomplished.
29
5 ~
20
10
5
2
1
0.5
0.2
rrr
0.5 1 2 5
DISCHARGE, IN CUBIC METERS PER SECOND
10 20 50
Reach Length = 5 Channel Widths I I I I
Reach Length =15 Channel Widths I I I I
50 150 200 250
20
10
5
2
1
0.5
0.2
20
10
5
2
1
0.5
0.2
Reach Length = 5 Channel Widths
I ' I_____I I I
I I
Reach Length - 15 Channel Widths
5 10 20
STREAM POWER, IN WATTS PER METER
50 100 200 500
Figure 9A. Examples of bedload-transport rate as functions of discharge and stream power, May-June 1980, East Fork River, Wyoming. Pool section 1077.
30
20
15
10
14 21 28 35
20
10
5
2
1
0.5
0.2
I I I I
I I I
0.5 1 2 5
DISCHARGE, IN CUBIC METERS PER SECOND
10 20
ccLUOu
20
15
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I I I I
*.LI I I
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20
15
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I I I I
50 100 150 200 250
20
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0.2
20
10
5
2
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0.5
0.2
I I 1 I
I___I
I I
I I I I
10 20
STREAM POWER, IN WATTS PER METER
50
50 100 200 500
Figure 9B. Examples of bedload-transport rate as functions of discharge and stream power, May-June 1980, East Fork River, Wyoming. Riffle section 1315.
31
ocLU
ocLUQ.
oa
20
15
10
20
* 15LUh-
oc 10oc O& 5
20
15
10
50
14 21 28 35
20
10
5
2
1
0.5
0.2
I T
0.5 1 2 5
DISCHARGE, IN CUBIC METERS PER SECOND
10 20
20
10
5
2
1
0.5
0.2
20
10
5
2
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I I
100 1500.2
200 250 5I I
10 20 50 100 200
STREAM POWER, IN WATTS PER METER
50
III
500
Figure 9C. Examples of bedload-transport rate as functions of discharge and stream power, May-June 1980, East Fork River, Wyoming. Intermediate section 1202.
32
ACKNOWLEDGEMENTS
Many people have contributed greatly to the collection and analysis of data presented herein. Luna B. Leopold helped design the study and collect the data as well as providing stimulating discussion and companionship in the field. Principal assistance was provided by W. F. Curtis, D. J. Evans, E. M. Freyer, T. A. Herrett, T. L. Nelson, and S. A. Stewart. Others who assisted include R. C. Averett, K. D. Cartier, J. Florsheim, J. L. Glenn, B. B. Leopold, J. Lewin, J. S. Luhr, H. A. Martinson, J. A. Moody, S. M. Myrick, R. J. O'Brien, C. T. Nelson, L. R. Newmyer, C. F. Nordin, K. L. Prestegaard, S. Takayama, and K. R. Vincent. The assistance of all these individuals is gratefully acknowledged.
REFERENCES
Andrews, E. D., 1979a, Scour and fill in a stream channel, East Fork River, western Wyoming: U.S. Geological Survey Professional Paper 1117, 49 p.
____ 1979b, Hydraulic adjustment of the East Fork River, Wyoming to the supply of sediment, 'In Rhodes, D. D., and Williams, G. P., eds. , Adjustments of the fluvial system: Dubuque, Iowa, Kendall/Hunt Pub lishing Co., p. 69-94.
____ 1981, Measurement and computation of bed-material discharge in a shallow sand-bed stream, Muddy Creek, Wyoming: Water Resources Research, v. 17, no. 1, p. 131-141.
Bagnold, R. A., 1977, Bedload transport by natural rivers: Water Resources Research, v. 13, no. 2, p. 303-312.
____ 1980, An empirical correlation of bedload transport rates in flumes and natural rivers: Royal Society of London Proceedings, v. 372A, Oct. 31, p. 453-473.
Bennett, J. P., and Nordin, C. F., 1977, Simulation of sediment transport and armouring: Hydrological Sciences Bulletin, v. 22, no. 4, p. 555- 569.
Dietrich, W. E., Smith, J. D., and Dunne, Thomas, 1979, Flow and sedimenttransport in a sand bedded meander: Journal of Geology, v. 87, p. 305- 315.
Dunne, Thomas, and Leopold, L. B., 1978, Water in environmental planning: W. H. Freeman and Co., San Francisco, 818 p.
Emmett, W. W., 1980a, A field calibration of the sediment-trapping character istics of the Helley-Smith bedload sampler: U.S. Geological Survey Professional Paper 1139, 44 p.
______ 1980b, Bedload sampling in rivers: Proceedings, InternationalSymposium on River Sedimentation, Beijing, China, March 24-29, 1980, Guanghua Press, p. 991-1017.
____ 1981, Measurement of bedload in rivers, ~in Erosion and sediment transport measurement: International Association of Hydrological Sciences Publication 133, p. 3-15.
Emmett, W. W., Myrick, R. M., and Meade, R. H., 1980, Field data describing the movement and storage of sediment in the East Fork River, Wyoming: Part I. River hydraulics and sediment transport, 1979: U.S. Geologi cal Survey Open-File Report 80-1189, 43 p.
33
Guy, H. P., and Norman, V. W., 1970, Field methods for measurement offluvial sediment: U.S. Geological Survey Techniques Water-Resources Investigations, book 3, chapter C2, 59 p.
Helley, E. J., and Smith, Wlnchell, 1971, Development and calibration of a pressure-difference bedload sampler: U.S. Geological Survey open- file report, 18 p.
Imanco, 1971, Quantlmet 720 image analyzing computer: Operating Manual, Imanco, Hertfordshire, England.
Leopold, L. B., and Emmett, W. W., 1976, Bedload measurements, East Fork River, Wyoming: [U.S.] National Academy of Sciences Proceedings, v. 74, no. 4, p. 1000-1004.
_____ 1977, 1976 bedload measurements, East Fork River, Wyoming: [U.S.]National Academy of Sciences Proceedings, v. 74, no. 7, p. 2644-2648.
Lisle, Thomas, 1979, A sorting mechanism for a riffle-pool sequence:Geological Society of America Bulletin, v. 90, pt. II, p. 1142-1157.
Mahoney, H. A., Andrews, E. D., Emmett, W. W., Leopold, L. B., Meade, R. H., Myrick, R. M., and Nordin, C. F., 1976, Data for calibrating unsteady- flow sediment-transport models, East Fork River, Wyoming, 1975: U.S. Geological Survey Open-File Report 76-22, 293 p.
Meade, R. H., Emmett, W. W., and Myrick, R. M., 1981, Movement and storage of bed material during 1979 in East Fork River, Wyoming USA, in Erosion and sediment transport In Pacific rim steep lands: Interna tional Association of Hydrological Sciences Publication 132, p. 225- 235.
Meade, R. H., Myrick, R. M., and Emmett, W. W., 1980, Field data describing the movement and storage of sediment in the East Fork River, Wyoming: Part II. Bed elevations, 1979: U.S. Geological Survey Open-File Report 80-1190, 172 p.
____ 1982, Field data describing the movement and storage of sediment in the East Fork River, Wyoming: Part IV. Bed elevations, 1980: U.S. Geological Survey Open-File Report 82-360, 197 p.
Prestegaard, K. L., 1982, Variables influencing water surface slope ingravel and coarse sand streams: University of California, Berkeley, Ph.D. Dissertation, 111 p. + appendices.
34
TABLES
35
TABLE 1.-
DATE
5- 7
5- 8
5- 9
5-10
5-11
5-12
5-13
5-U
5-15
5-16
5-17
5-18
5-19
5-20
5-21
5-22
5-23
5-24
5-25
5-26
5-27
5-28
5-29
5-30
5-31
6- 1
6- 2
6- 3
HOURLY GAGE HEIGHT, IN HETERS(l), EAST FORK RIVER, WYOMING, 1980
1 13
5.795 5.795
5.815 5.845
5.925 5.915
5.845 5.795
5.790 5.705
5.700 5.655
5.640 5.575
5.575 5.525
5.485 5.440
5.430 5.425
5.470 5.480
5.510 5.505
5.475 5.485
5.465 5.545
5.620 5.805
5.940 6.165
6.190 6.475
6.490 6.485
6.295 6.115
5.935 5.840
5.765 5.665
5.660 5.620
5.570 5.555
5.515 5.480
5.485 5.495
5.490 5.470
5.475 5.485
5.495 5.485
214
5.805 5.780
5.820 5.850
5.930 5.910
5.845 5.785
5.790 5.700
5.710 5.650
5.635 5.570
5.575 5.515
5.485 5.435
5.430 5.425
5.485 5.475
5.515 5.500
5.480 5.475
5.475 5.540
5.660 5.795
5.980 6.155
6.210 6.485
6.495 6.475
6.280 6.100
5.930 5.835
5.760 5.655
5.665 5.600
5.570 5.550
5.515 5.475
5.485 5.490
5.490 5.470
5.470 5.480
5.495 5.480
315
5.820 5.775
5.825 5.855
5.935 5.905
5.845 5.775
5.785 5.695
5.710 5.645
5.635 5.565
5.580 5.510
5.480 5.430
5.430 5.420
5.495 5.475
5.515 5.495
5.485 5.475
5.485 5.540
5.705 5.790
6.025 6.140
6.2356.495
6.495 6.460
6.270 6.075
5.920 5.825
5.760 5.645
5.665 5.585
5.575 5.545
5.515 5.470
5.485 5.480
5.490 5.465
5.470 5.480
5.500 5.480
4 16
5.820 5.775
5.830 5.855
5.945 5.900
5.845 5.770
5.775 5.690
5.710 5.640
5.630 5.565
5.580 5.505
5.480 5.425
5.430 5.420
5.500 5.475
5.520 5.475
5.495 5.465
5.500 5.535
5.745 5.785
6.050 6.125
6.260 6.505
6.495 6.445
6.260 6.055
5.915 5.820
5.750 5.635
5.665 5.580
5.580 5.540
5.515 5.475
5.490 5.475
5.490 5.465
5.475 5.480
5.500 5.480
AT SECTION 0000,
TIME IN 5
17
5.825 5.780
5.835 5.855
5.945 5.895
5.845 5.770
5.765 5.690
5.705 5.640
5.625 5.565
5.580 5.510
5.475 5.430
5.435 5.415
5.505 5.475
5.525 5.465
5.495 5.460
5.515 5.530
5.780 5.775
6.080 6.110
6.290 6.510
6.495 6.430
6.250 6.030
5.905 5.815
5.745 5.645
5.665 5.575
5.580 5.540
5.515 5.470
5.495 5.475
5.490 5.465
5.475 5.480
5.500 5.475
HOURS 6
18
5.825 5.780
5.835 5.855
5.945 5.890
5.840 5.765
5.755 5.685
5.705 5.640
5.620 5.565
5.575 5.510
5.475 5.430
5.435 5.425
5.500 5.480
5.5255.455
5.500 5.455
5.525 5.530
5.800 5.770
6.105 6.105
6.315 6.520
6.495 6.410
6.230 6.010
5.900 5.805
5.740 5.675
5.660 5.575
5.575 5.535
5.510 5.465
5.495 5.475
5.490 5.465
5.480 5.475
5.500 5.475
7 19
5.825 5.785
5.840 5.860
5.940 5.885
5.835 5.765
5.745 5.690
5.700 5.640
5.615 5.565
5.570 5.495
5.475 5.435
5.435 5.430
5.500 5.480
5.525 5.455
5.505 5.455
5.535 5.535
5.815 5.770
6.130 6.100
6.345 6.520
6.500 6.390
6.215 5.990
5.895 5.800
5.730 5.680
5.655 5.570
5.575 5.535
5.510 5.460
5.500 5.480
5.490 5.465
5.485 5.480
5.495 5.470
8 20
5.820 5.790
5.840 5.870
5.935 5.885
5.830 5.765
5.735 5.685
5.690 5.640
5.610 5.565
5.570 5.485
5.470 5.430
5.440 5.440
5.495 5.485
5.520 5.460
5.505 5.460
5.545 5.535
5.820 5.780
6.145 6.105
6.370 6.515
6.500 6.370
6.195 5.975
5.885 5.795
5.720 5.675
5.650 5.565
5.575 5.535
5.505 5.475
5.500 5.485
5.485 5.470
5.485 5.480
5.495 5.470
9 21
5.820 5.790
5.840 5.880
5.925 5.880
5.825 5.775
5.725 5.680
5.680 5.640
5.605 5.565
5.565 5.490
5.465 5.435
5.435 5.440
5.495 5.485
5.520 5.470
5.505 5.460
5.550 5.540
5.820 5.795
6.155 6.115
6.395 6.515
6.500 6.355
6.180 5.960
5.875 5.775
5.710 5.670
5.645 5.565
5.570 5.530
5.500 5.485
5.500 5.495
5.480 5.470
5.490 5.480
5.495 5.465
10 22
5.815 5.795
5.840 5.890
5.925 5.870
5.820 5.780
5.720 5.680
5.670 5.640
5.595 5.565
5.555 5.490
5.460 5.440
5.435 5.440
5.490 5.495
5.515 5.470
5.500 5.460
5.550 5.550
5.820 5.820
6.165 6.135
6.420 6.510
6.500 6.340
6.160 5.955
5.865 5.765
5.700 5.665
5.640 5.565
5.570 5.530
5.500 5.495
5.500 5.500
5.475 5.475
5.495 5.485
5.490 5.460
11 23
5.810 5.800
5.840 5.905
5.920 5.860
5.810 5.785
5.715 5.685
5.665 5.640
5.585 5.570
5.550 5.490
5.450 5.435
5.430 5.445
5.490 5.505
5.510 5.470
5.500 5.460
5.545 5.555
5.815 5.850
6.170 6.150
6.440 6.500
6.495 6.325
6.145 5.945
5.855 5.765
5.690 5.665
5.635 5.560
5.565 5.525
5.495 5.490
5.500 5.495
5.475 5.475
5.490 5.485
5.490 5.460
12 24
5.805 5.805
5.845 5.915
5.920 5.850
5.805 5.790
5.710 5.690
5.660 5.640
5.580 5.570
5.535 5.490
5.445 5.430
5.430 5.460
5.485 5.510
5.510 5.470
5.490 5.465
5.550 5.580
5.810 5.895
6.165 6.170
6.455 6.495
6.490 6.310
6.130 5.940
5.850 5.765
5.680 5.660
5.625 5.565
5.565 5.520
5.490 5.485
5.495 5.495
5.475 5.475
5.485 5.490
5.485 5.455
36
TABLE 1.-
DATE
6- 4
6- 5
6- 6
6- 7
6- 8
6- 9
6-10
6-11
6-12
6-13
6-14
6-15
6-16
6-17
6-18
6-19
6-20
6-21
6-22
6-23
6-24
6-25
6-26
6-27
fc-28
6-29
6-30
7- 1
HOURLY GAGE HEIGHT, IN METERS(l), AT SECTION 0000, EAST FORK RIVER, HYOMING, 1980 CONTINUED
1 13
5.455 5.465
5.445 5.515
5.535 5.590
5.590 5.585
5.615 5.725
5.790 6.040
6.035 6.270
6.2356.480
6.385 6.635
6.520 6.575
6.380 6.465
6.280 6.315
6.105 5.930
5.830 5.985
5.940 6.240
6.155 6.190
6.070 6.420
6.265 6.345
6.120 6.225
6.010 6.230
6.010 6.150
5.920 6.105
5.885 6.075
5.855 6.045
5.820 5.785
5.6355.670
5.585 5.735
5.710 6.010
2 14
5.455 5.465
5.455 5.515
5.550 5.590
5.5955.575
5.635 5.725
5.830 6.045
6.045 6.280
6.240 6.495
6.375 6.640
6.500 6.570
6.360 6.470
6.270 6.305
6.090 5.910
5.845 5.985
5.955 6.260
6.140 6.190
6.085 6.445
6.245 6.350
6.110 6.225
6.010 6.240
6.000 6.155
5.915 6.105
5.875 6.080
5.850 6.045
5.805 5.790
5.625 5.660
5.580 5.735
5.725 6.015
315
5.455 5.460
5.460 5.515
5.555 5.585
5.600 5.570
5.660* 5.720
5.870 6.045
6.070 6.285
6.250 6.505
6.375 6.640
6.490 6.565
6.350 6.465
6.265 6.290
6.070 5.890
5.865 5.980
5.980 6.275
6.125 6.180
6.100 6.460
6.2256.350
6.110 6.220
6.015 6.250
6.000 6.150
5.920 6.100
5.875 6.070
5.850 6.040
5.790 5.775
5.625 5.655
5.570 5.735
5.750 6.020
4 16
5.455 5.460
5.470 5.515
5.565 5.585
5.610 5.565
5.680* 5.715
5.915 6.045
6.090 6.290
6.265 6.515
6.385 6.635
6.485 6.560
6.350 6.460
6.260 6.275
6.060 5.875
5.885 5.975
6.000 6.285
6.125 6.170
6.125 6.475
6.220 6.345
6.110 6.205
6.030 6.250
6.010 6.135
5.935 6.085
5.890 6.065
5.860 6.025
5.780 5.740
5.620 5.645
5.585 5.735
5.775 6.025
TIME IN 5
17
5.460 5.460
5.475 5.510
5.570 5.585
5.615 5.565
5.695*5.710
5.945 6.040
6.110 6.285
6.290 6.510
6.420 6.630
6.485 6.545
6.360 6.450
6.265 6.265
6.045 5.870
5.900 5.970
6.030 6.290
6.135 6.155
6.150 6.480
6.225 6.335
6.120 6.190
6.045 6.245
6.025 6.115
5.9556.070
5.915 6.040
5.885 6.005
5.775 5.725
5.625 5.640
5.595 5.725
5.805 6.025
HOURS 6
18
5.4605.455
5.485 5.510
5.580 5.590
5.615 5.570
5.705* 5.710
5.960 6.035
6.135 6.280
6.315 6.500
6.450 6.620
6.485 6.525
6.365 6.440
6.275 6.250
6.030 5.860
5.920 5.960
6.060 6.290
6.145 6.135
6.180 6.475
6.235 6.315
6.135 6.160
6.075 6.225
6.040 6.085
5.980 6.045
5.945 6.015
5.910 5.980
5.775 5.705
5.635 5.630
5.620 5.720
5.845 6.015
7 19
5.465 5.450
5.495 5.510
5.585 5.585
5.620 5.590
5.715* 5.720
5.975 6.030
6.155 6.275
6.340 6.480
6.480 6.610
6.495 6.505
6.385 6.420
6.280 6.230
6.015 5.850
5.935 5.955
6.090 6.280
6.155 6.120
6.210 6.460
6.240 6.290
6.150 6.135
6.100 6.205
6.060 6.055
6.000 6.020
5.970 5.985
5.940 5.950
5.780 5.695
5.645 5.625
5.645 5.710
5.880 6.005
8 20
5.465 5.450
5.500 5.515
5.585 5.580
5.620 5.605
5.720* 5.720
5.995 6.020
6.175 6.265
6.370 6.460
6.510 6.600
6.505 6.485
6.400 6.400
6.285 6.210
6.000 5.840
5.945 5.945
6.115 6.270
6.165 6.100
6.240 6.440
6.260 6.260
6.165 6.110
6.130 6.170
6.080 6.030
6.025 5.995
5.995 5.960
5.970 5.925
5.780 5.680
5.655 5.615
5.6655.710
5.910 5.985
921
5.470 5.445
5.505 5.515
5.590 5.580
5.615 5.600
5.720 5.720
6.010 6.015
6.195 6.255
6.395 6.445
6.540 6.585
6.530 6.465
6.415 6.370
6.295 6.190
5.9855.835
5.955 5.940
6.145 6.250
6.170 6.090
6.275 6.415
6.275 6.235
6.180 6.085
6.155 6.130
6.100 6.000
6.045 5.970
6.015 5.935
5.990 5.895
5.780 5.670
5.665 5.610
5.690 5.710
5.935 5.970
10 22
5.465 5.440
5.510 5.515
5.595 5.580
5.610 5.600
5.720 5.725
6.020 6.010
6.220 6.245
6.420 6.430
6.590 6.570
6.545 6.445
6.430 6.345
6.305 6.165
5.975 5.830
5.970 5.935
6.170 6.230
6.180 6.080
6.315 6.380
6.295 6.200
6.195 6.060
6.175 6.090
6.115 5.970
6.065 5.945
6.040 5.910
6.015 5.880
5.780 5.665
5.670 5.600
5.705 5.705
5.955 5.950
11 23
5.465 5.440
5.510 5.520
5.595 5.585
5.600 5.595
5.725 5.735
6.030 6.015
6.240 6.240
6.445 6.415
6.615 6.555
6.560 6.420
6.445 6.325
6.315 6.145
5.960 5.825
5.975 5.930
6.195 6.205
6.185 6.070
6.355 6.345
6.315 6.170
6.205 6.030
6.195 6.055
6.135 5.950
6.080 5.920
6.055 5.885
6.030 5.860
5.775 5.655
5.680 5.595
5.720 5.705
5.975 5.930
12 24
5.465 5.440
5.515 5.525
5.595 5.585
5.595 5.600
5.725 5.760
6.035 6.020
6.260 6.235
6.470 6.400
6.630 6.535
6.570 6.400
6.460 6.300
6.315 6.125
5.945 5.825
5.980 5.930
6.220 6.175
6.190 6.070
6.390 6.305
6.330 6.140
6.220 6.015
6.210 6.025
6.145 5.935
6.095 5.895
6.070 5.870
6.040 5.840
5.770 5.645
5.675 5.590
5.725 5.705
5.995 5.925
37
TABLE 1.-
DATE
7- 2
7- 3
7- 4
7- 5
7- 6
7- 7
7- 8
7- 9
7-10
7-11
7-12
7-13
7-14
7-15
7-16
7-17
7-18
7-19
7-20
7-21
7-22
7-23
7-24
7-25
7-26
7-27
7-28
7-29
HOURLY GAGE HEIGHT, IN METERS(l), AT SECTION 0000, EAST FORK RIVER, MYOMING, 1980 CONTINUED
13
5.920 6.010
5.850 5.915
5.950 5.990
5.795 5.745
5.635 5.660
5.565 5.570
5.495 5.475
5.465 5.485
5.425 5.435
5.385 5.405
5.375 5.355
5.350 5.335
5.325 5.315
5.340 5.340
5.325 5.300
5.300 5.295
5.310 5.320
5.315 5.305
5.300 5.310
5.345 5.350
5.340 5.335
5.300 5.310
5.300 5.280
5.275 5.300
5.275 5.275
5.2655.290
5.2655.270
5.260 5.260
214
5.910 6.015
5.845 5.920
5.950 5.975
5.785 5.740
5.630 5.655
5.560 5.565
5.495 5.470
5.465 5.480
5.420 5.430*
5.385 5.405
5.370 5.360
5.345 5.335
5.325 5.315
5.345 5.340
5.325 5.300
5.300 5.295
5.315 5.315
5.320 5.305
5.300 5.310
5.345 5.345
5.340 5.335
5.300 5.310
5.295 5.280
5.275 5.300
5.275 5.275
5.275 5.285
5.265 5.270
5.260 5.260
3 15
5.905 6.015
5.840 5.915
5.955 5.955
5.775 5.735
5.625 5.655
5.550 5.560
5.490 5.460
5.460 5.475
5.420 5.425*
5.380 5.405
5.370 5.360
5.345 5.335
5.325 5.315
5.345 5.340
5.320 5.305
5.300 5.295
5.315* 5.315
5.320 5.305
5.300 5.305
5.345 5.345
5.340 5.330
5.300 5.310
5.290 5.280
5.275 5.295
5.275 5.275
5.275 5.280
5.2655.270
5.260 5.255
4 16
5.895 6.010
5.840 5.910
5.960 5.940
5.765 5.725
5.620 5.645
5.545 5.555
5.485 5.460
5.460 5.475
5.415 5.420*
5.375 5.405
5.365 5.360
5.345 5.330
5.325 5.315
5.345 5.335
5.320 5.305
5.300 5.295
5.315* 5.315
5.320 5.305
5.300 5.305
5.350 5.345
5.340 5.330
5.300 5.305
5.290 5.275
5.275 5.295
5.275 5.275
5.275 5.275
5.265 5.265
5.260 5.255
TIME IN
17
5.895 5.995
5.845 5.910
5.970 5.925
5.760 5.715
5.620 5.640
5.540 5.550
5.485 5.465
5.460 5.465
5.415 5.415
5.375 5.400
5.365 5.360
5.345 5.330
5.325 5.315
5.345 5.335
5.315 5.305
5.300 5.295
5.315* 5.315
5.320 5.300
5.305 5.305
5.350 5.345
5.340 5.330
5.305 5.305
5.285 5.275
5.275 5.290
5.275 5.270
5.280 5.275
5.265 5.265
5.260 5.250
HOURS 6
18
5.905 5.975
5.855 5.915
5.980 5.905
5.750 5.705
5.630 5.630
5.535 5.535
5.485 5.465
5.460 5.465
5.415 5.410
5.370 5.395
5.360 5.360
5.340 5.330
5.325 5.315
5.345 5.330
5.315 5.305
5.300 5.300
5.315* 5.315
5.320 5.300
5.305 5.305
5.350 5.345
5.340 5.315
5.305 5.305
5.280 5.275
5.275 5.285
5.275 5.270
5.280 5.275
5.265 5.265
5.260 5.250
7 19
5.920 5.960
5.865 5.920
5.990 5.890
5.750 5.695
5.635 5.620
5.540 5.525
5.480 5.470
5.465 5.460
5.415 5.405
5.370 5.395
5.360 5.360
5.340 5.330
5.320 5.315
5.345 5.330
5.310 5.305
5.300 5.300
5.315* 5.310
5.315 5.300
5.305 5.300
5.350 5.345
5.340 5.305
5.305 5.305
5.280 5.275
5.275 5.285
5.275 5.265
5.280 5.275
5.270 5.265
5.260 5.255
8 20
5.940 5.940
5.875 5.925
5.995 5.870
5.750 5.685
5.645 5.610
5.545 5.515
5.480 5.470
5.465 5.455
5.415 5.400
5.375 5.390
5.355 5.360
5.340 5.330
5.320 5.315
5.345 5.330
5.305 5.305
5.300 5.305
5.320*5.310
5.315 5.295
5.305 5.320
5.350 5.340
5.340 5.300
5.310 5.300
5.280 5.275
5.280 5.280
5.275 5.265
5.285 5.270
5.270 5.260
5.260 5.250
921
5.955 5.920
5.885 5.935
6.000 5.850
5.750 5.670
5.650 5.600
5.550 5.510
5.475 5.465
5.475 5.440
5.420 5.395
5.380 5.385
5.355 5.355
5.340 5.330
5.320 5.315
5.345 5.330
5.305 5.305
5.295 5.305
5.320 5.310
5.315 5.295
5.305 5.335
5.350 5.340
5.340 5.300
5.310 5.300
5.280 5.275
5.280 5.280
5.275 5.265
5.290 5.265
5.270 5.260
5.260 5.250
10 22
5.975 5.900
5.895 5.940
6.005 5.835
5.750 5.660
5.655 5.595
5.560 5.510
5.475 5.465
5.480 5.435
5.425 5.390
5.385 5.385
5.350 5.355
5.340 5.325
5.320 5.315
5.340 5.325
5.300 5.305
5.295 5.305
5.320 5.310
5.310 5.295
5.310 5.340
5.350 5.340
5.340 5.300
5.310 5.300
5.280 5.275
5.280 5.275
5.275 5.265
5.290 5.265
5.270 5.260
5.260 5.250
11 23
5.990 5.885
5.905 5.945
6.000 5.820
5.750 5.650
5.660 5.585
5.565 5.505
5.475 5.465
5.480 5.430
5.430 5.385
5.395 5.380
5.355 5.350
5.335 5.325
5.320 5.315
5.340 5.325
5.300 5.300
5.2955.310
5.320 5.315
5.310 5.295
5.310 5.340
5.350 5.340
5.340 5.300
5.310 5.300
5.280 5.275
5.280 5.275
5.275 5.260
5.290 5.265
5.270 5.260
5.260 5.250
12 24
6.010 5.870
5.915 5.945
6.000 5.810
5.745 5.645
5.665 5.575
5.570 5.500
5.475 5.465
5.485 5.430
5.435 5.385
5.400 5.375
5.355 5.350
5.335 5.325
5.320 5.320
5.340 5.325
5.300 5.300
5.295 5.310
5.320 5.315
5.305 5.300
5.310 5.340
5.350 5.340
5.335 5.300
5.315 5.300
5.280 5.275
5.300 5.275
5.275 5.260
5.290 5.265
5.275 5.260
5.260 5.250
38
TABLE 1.-
DATE
7-30
7-31
8- 1
8- 2
8- 3
8- 4
8- 5
8- 6
8- 7
8- 8
8- 9
8-10
8-11
8-12
8-13
8-14
8-15
8-16
8-17
8-18
8-19
HOURLY GAGE HEIGHT, IN METERS(l), AT SECTION 0000, EAST FORK RIVER, HYOMING, 1980 CONTINUED
1 13
5.250 5.265
5.255 5.260
5.250 5.255
5.250 5.250
5.240 5.250
5.240 5.235
5.230 5.235
5.230 5.230
5.225 5.225
5.220 5.225
5.220 5.220
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.205 5.210
5.215 5.275*
5.235* 5.240
5.230 5.235
5.225 5.225
214
5.250 5.265
5.255 5.260
5.250 5.255
5.250 5.250
5.240 5.250
5.240 5.235
5.230 5.235
5.230 5.230
5.225 5.225
5.220 5.225
5.220 5.220
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.205 5.210
5.215 5.290*
5.235* 5.240
5.230 5.235
5.225 5.225
3 15
5.250 5.260
5.255 5.260
5.250 5.255
5.250 5.245
5.240 5.250
5.240 5.235
5.230 5.235
5.230 5.230
5.225 5.225
5.220 5.225
5.220 5.220
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.205 5.210
5.215 5.280*5.235* 5.240
5.230 5.235
5.225 5.225
4 16
5.250 5.260
5.255 5.260
5.250 5.255
5.250 5.245
5.240 5.245
5.240 5.235
5.230 5.235
5.230 5.230
5.225 5.225
5.220 5.225
5.220 5.220
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.205 5.210
5.215 5.275*
5.235* 5.240
5.230 5.235
5.225 5.225
TIME IN 5
17
5.250 5.260
5.255 5.260
5.250 5.255
5.250 5.245
5.240 5.245
5.240 5.235
5.230 5.235
5.230 5.225
5.225 5.225
5.220 5.225
5.220 5.215
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.205 5.210
5.215 5.260*
5.235* 5.240
5.230 5.230
5.225 5.225
HOURS 6
18
5.255 5.260
5.260 5.260
5.250 5.255
5.250 5.245
5.240 5.245
5.240 5.235
5.230 5.230
5.230 5.225
5.225 5.225
5.220 5.225
5.220 5.215
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.210 5.210
5.215* 5.250*
5.235* 5.240
5.230 5.230
5.225 5.225
7 19
5.260 5.260
5.260 5.255
5.255 5.255
5.250 5.245
5.2355.245
5.240 5.235
5.230 5.230
5.230 5.225
5.225 5.220
5.220 5.220
5.220 5.215
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.210 5.215
5.220* 5.250*
5.235* 5.240
5.230 5.230
5.225 5.225
8 20
5.260 5.260
5.260 5.255
5.255 5.250
5.250 5.245
5.235 5.245
5.235 5.235
5.230 5.230
5.230 5.225
5.2255.220
5.220 5.220
5.220 5.215
5.215 5.215
5.210 5.215
5.210 5.215
5.210 5.210
5.210 5.210
5.210 5.2155.220* 5.250*
5.235* 5.235
5.235 5.230
5.225 5.225
921
5.260 5.255
5.260 5.255
5.255 5.250
5.250 5.245
5.235 5.245
5.235 5.235
5.230 5.230
5.225 5.220
5.225 5.220
5.220 5.220
5.220 5.215
5.215 5.215
5.210 5.210
5.210 5.210
5.210 5.210
5.210 5.210
5.210 5.215
5.225*5.245*
5.235 5.235
5.2355.230
5.225 5.225
10 22
5.265 5.255
5.260 5.255
5.255 5.250
5.250 5.240
5.240 5.240
5.2355.235
5.230 5.230
5.230 5.220
5.2255.220
5.220 5.220
5.220 5.215
5.215 5.215
5.215 5.210
5.215 5.210
5.210 5.210
5.210 5.210
5.210 5.215
5.225*5.245*
5.240 5.235
5.235 5.230
5.2255.220
11 23
5.265 5.255
5.260 5.255
5.255 5.250
5.250 5.240
5.245 5.240
5.235 5.230
5.230 5.230
5.230 5.225
5.225 5.220
5.220 5.220
5.220 5.215
5.215 5.215
5.215 5.210
5.215 5.210
5.210 5.210
5.210 5.205
5.210 5.215
5.230* 5.240*
5.240 5.230
5.235 5.230
5.2255.220
12 24
5.265 5.255
5.260 5.250
5.260 5.250
5.250 5.240
5.250 5.240
5.235 5.230
5.230 5.230
5.230 5.225
5.2255.220
5.225 5.220
5.220 5.215
5.215 5.210
5.215 5.210
5.215 5.210
5.210 5.210
5.210 5.205
5.210 5.215
5.235* 5.235*
5.240 5.230
5.235 5.225
5.2255.220
(1) ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD. * GAGE HEIGHT ESTIMATED.
39
TABLE 2.-
DATE
5-16
5-17
5-18
5-19
5-20
5-21
5-22
5-23
5-24
5-25
5-26
5-27
5-28
5-29
5-30
5-31
6- 1
6- 2
6- 3
6- 4
6- 5
6- 6
6- 7
6- 8
6- 9
6-10
6-11
6-12
HOURLY GAGE HEIGHT, IN METERS(l), EAST FORK RIVER, WYOMING, 1980
1 13
7.270 7.260
7.310 7.340
7.380 7.365
7.330 7.350
7.330 7.410
7.510 7.685
7.945 8.060
8.150 8.315
8.320 8.300
8.175 7.995
7.835 7.725
7.650 7.530
7.545 7.475
7.440 7.415*
7.385 7.345
7.355 7.365
7.365 7.340
7.345 7.355
7.360 7.350
7.315 7.325
7.300 7.370
7.390 7.465
7.460 7.465
7.495 7.615
7.735 7.995
8.000 8.200
8.170 8.325
8.260 8.395
214
7.270 7.260
7.325 7.330
7.385 7.360
7.335 7.345
7.335 7.405
7.575 7.675
7.980 8.040
8.180 8.315
8.320 8.300
8.165 7.975
7.830 7.720
7.645 7.505
7.545 7.465
7.445 7.415*
7.385 7.335
7.355 7.360
7.365 7.340
7.345 7.355
7.360 7.345
7.315 7.325
7.305 7.370
7.400 7.460
7.465 7.455
7.515 7.615
7.785 7.990
8.020 8.205
8.185 8.330
8.260 8.395
3 15
7.270 7.255
7.330 7.330
7.385 7.345
7.340 7.335
7.340 7.405
7.620 7.665
8.010 8.030
8.195 8.320
8.320 8.290
8.150 7.950
7.820 7.710
7.645 7.505
7.550 7.460
7.450 7.410*
7.385 7.330
7.355 7.355
7.365 7.340
7.345 7.355
7.360 7.345
7.315 7.320
7.310 7.375
7.405 7.460
7.470 7.450
7.540 7.605
7.830 7.985
8.040 8.205
8.195 8.330
8.270 8.395
4 16
7.270 7.255
7.340 7.330
7.390 7.330
7.345 7.325
7.355 7.405
7.650 7.660
8.025 8.020
8.215 8.320
8.320 8.280
8.140 7.925
7.815 7.705
7.635 7.520
7.545 7.455
7.450 7.410*
7.385 7.335
7.360 7.350
7.365 7.340
7.345 7.355
7.360 7.340
7.315 7.320
7.315 7.375
7.415 7.460
7.475 7.445
7.565 7.595
7.860 7.980
8.060 8.205
8.210 8.325
8.275 8.395
AT SECTION 2505,
TIME IN
17
7.270 7.260
7.350 7.330
7.390 7.315
7.355 7.315
7.370 7.405
7.675* 7.655
8.045 8.020
8.230 8.325
8.320 8.270
8.130 7.900
7.805 7.700
7.630 7.550
7.540 7.455
7.455 7.410
7.385 7.335
7.360 7.345
7.365 7.340
7.345 7.355
7.365 7.340
7.315 7.315
7.325 7.375
7.425 7.460
7.490 7.440
7.575* 7.595
7.885 7.975
8.080 8.205
8.225 8.325
8.290 8.385
HOURS 6
18
7.270 7.270
7.355 7.330
7.395 7.315
7.360 7.315
7.380 7.400
7.690* 7.655
8.060 8.020
8.245 8.325
8.320 8.255
8.110 7.885
7.795 7.690
7.625 7.560
7.535 7.450
7.450 7.410
7.385 7.335
7.365 7.345
7.365 7.340
7.350 7.350
7.365 7.335
7.320 7.315
7.330 7.375
7.435 7.460
7.490 7.440
7.590* 7.600
7.915 7.970
8.100 8.200
8.240 8.320
8.310 8.380
7 19
7.270 7.275
7.355 7.335
7.395 7.315
7.365 7.315
7.395 7.400
7.705* 7.660
8.075 8.025
8.260 8.330
8.320 8.245
8.095 7.870
7.785 7.675
7.615 7.555
7.530 7.450
7.450 7.410
7.385 7.330
7.365 7.345
7.365 7.340
7.350 7.350
7.365 7.330
7.325 7.310
7.340 7.375
7.445 7.460
7.490 7.450
7.605 7.605
7.940 7.960
8.120 8.190
8.260 8.315
8.330 8.370
8 20
7.270 7.280
7.355 7.340
7.395 7.315
7.365 7.315
7.405 7.400
7.715 7.670
8.075 8.040
8.275 8.330
8.315 8.235
8.080 7.865
7.775 7.650
7.605 7.550
7.525 7.450
7.445* 7.410
7.380 7.340
7.370 7.355
7.365 7.340
7.355 7.345
7.365 7.330
7.325 7.310
7.345 7.375
7.450 7.455
7.490 7.465
7.610 7.605
7.955 7.955
8.140 8.185
8.275 8.300
8.345 8.355
9 21
7.270 7.285
7.355 7.350
7.385 7.325
7.365 7.315
7.410 7.400
7.715 7.700
8.080 8.065
8.285 8.325
8.315 8.220
8.065 7.855
7.765 7.650
7.580 7.540
7.515 7.450
7.440* 7.405
7.375 7.345
7.370 7.360
7.360 7.340
7.355 7.350
7.365 7.325
7.325 7.305
7.350 7.380
7.455 7.455
7.490 7.470
7.615 7.615
7.970 7.955
8.160 8.180
8.290 8.290
8.360 8.340
10 22
7.270 7.290
7.350 7.355
7.380 7.330
7.365 7.320
7.410 7.405
7.710 7.780
8.080 8.085
8.290 8.325
8.315 8.210
8.050 7.850
7.755 7.650
7.570 7.540
7.510 7.445
7.435* 7.395
7.370 7.355
7.370 7.365
7.355 7.340
7.355 7.350
7.360 7.325
7.325 7.305
7.360 7.380
7.455 7.455
7.485 7.470
7.620 7.630
7.980 7.955
8.170 8.175
8.300 8.280
8.375 8.335
11 23
7.265 7.295
7.345 7.365
7.375 7.330
7.360 7.320
7.410 7.415
7.705 7.830
8.080 8.105
8.300 8.325
8.310 8.200
8.035 7.845
7.745 7.650
7.560 7.540
7.500 7.440
7.425* 7.390
7.365 7.355
7.370 7.365
7.350 7.345
7.355 7.355
7.355 7.320
7.325 7.300
7.365 7.380
7.460 7.455
7.480 7.470
7.620 7.650
7.985 7.965
8.185 8.170
8.310 8.270
8.385 8.325
1224
7.265 7.300
7.345 7.375
7.370 7.330
7.355 7.325
7.410 7.425
7.695 7.890
8.070 8.130
8.305 8.325
8.310 8.185
8.015 7.840
7.735 7.650
7.545 7.540
7.4957.440
7.420* 7.390
7.355 7.355
7.365 7.365
7.345 7.345
7.355 7.355
7.355 7.320
7.325 7.300
7.365 7.385
7.460 7.455
7.470 7.475
7.615 7.685
7.990 7.980
8.190 8.165
8.315 8.265
8.395 8.320
40
TABLE 2.-
DATE
6-13
6-14
6-15
6-16
6-17
6-18
6-19
6-20
6-21
6-22
6-23
6-24
6-25
6-26
6-27
6-28
6-29
6-30
7- 1
7- 2
7- 3
7- 4
7- 5
7- 6
7- 7
7- 8
7- 9
7-10
HOURLY GAGE HEIGHT, IN HETERS(l), AT SECTION 2505, EAST FORK RIVER, HYOMING, 1980 CONTINUED
1 13
8.310 8.340
8.225 8.295
8.170 8.195
8.010 7.820
7.760 7.925
7.900 8.175
8.050 8.115
8.010 8.285
8.145 8.235
8.030 8.140
7.925 8.175
7.925 8.085
7.825 8.040
7.780* 8.015
7.745 7.985
7.685 7.675
7.505 7.530
7.465 7.615
7.580 7.950
7.825 7.950
7.745 7.825
7.865 7.895
7.660 7.615
7.505 7.520
7.445 7.415
7.365 7.325
7.305 7.310
7.275 7.250
214
8.305 8.335
8.220 8.295
8.165 8.185
7.995 7.805
7.785 7.920
7.925 8.185
8.050 8.110
8.025 8.300
8.135 8.235
8.025 8.135
7.935 8.185
7.920 8.080
7.825 8.040
7.790* 8.005
7.745 7.970
7.665 7.675
7.500 7.525
7.460 7.620
7.600 7.955
7.815 7.950
7.735 7.825
7.865 7.875
7.650 7.605
7.505 7.520
7.440 7.415
7.360 7.320
7.305 7.310
7.270 7.255
3 15
8.300 8.330
8.230 8.290
8.170 8.175
7.980 7.790
7.810 7.915
7.955 8.190
8.050 8.100
8.055 8.300
8.135 8.235
8.035 8.130
7.955 8.185
7.925 8.070
7.830 8.030
7.810* 7.980
7.770 7.950
7.660 7.650
7.495 7.520
7.455 7.615
7.630 7.960
7.810 7.950
7.730 7.815
7.870 7.855
7.645 7.595
7.500 7.510
7.435 7.415
7.355 7.315
7.305 7.310
7.265 7.255
4 16
8.305 8.325
8.235 8.290
8.175 8.160
7.965 7.775
7.835 7.905
7.985 8.185
8.060 8.080
8.080 8.300
8.135 8.225
8.040 8.110
7.980 8.175
7.940 8.050
7.855 8.010
7.840* 7.955
7.805 7.915
7.660 7.625
7.495 7.515
7.450 7.615
7.675 7.955
7.800 7.935
7.730 7.820
7.880 7.835
7.635 7.590
7.495 7.510
7.425 7.415
7.350 7.310
7.305 7.310
7.260 7.255
TIME IN
17
8.310 8.320
8.245 8.275
8.185 8.145
7.950 7.765
7.860 7.895
8.015 8.185
8.070 8.065
8.105 8.300
8.145 8.215
8.060 8.090
8.005 8.160
7.960 8.025
7.885 7.985
7.870* 7.925
7.840 7.885
7.660 7.595
7.490 7.510
7.450 7.605
7.720 7.950
7.800 7.910
7.735 7.820
7.890 7.815
7.630 7.580
7.490 7.505
7.420 7.410
7.345 7.310
7.305 7.310
7.260 7.260
HOURS 6
18
8.310 8.310
8.260 8.265
8.190 8.130
7.935 7.755
7.875 7.885
8.040 8.175
8.080 8.050
8.130 8.290
8.170 8.200
8.075 8.070
8.035 8.135
7.985 7.995
7.915 7.955
7.905* 7.895
7.875 7.850
7.660 7.575
7.495 7.505
7.460 7.595
7.765 7.940
7.810 7.890
7.750 7.825
7.900 7.790
7.630 7.570
7.490 7.500
7.415 7.405
7.345 7.310
7.305 7.305
7.255 7.255
7 19
8.315 8.300
8.265 8.245
8.195 8.110
7.925 7.745
7.895 7.880
8.070 8.160
8.090 8.040
8.155 8.275
8.180 8.175
8.090 8.040
8.065 8.105
8.005 7.965
7.945 7.925
7.940* 7.865
7.910 7.820
7.660 7.560
7.505 7.510
7.480 7.590
7.805 7.920
7.825 7.870
7.760 7.830
7.915 7.770
7.630 7.560
7.495 7.490
7.410 7.400
7.340 7.310
7.305 7.300
7.255 7.245
8 20
8.320 8.285
8.270 8.230
8.200 8.095
7.910 7.735
7.905 7.870
8.095 8.145
8.095 8.025
8.180 8.260
8.190 8.150
8.105 8.010
8.090 8.070
8.030 7.935
7.970 7.895*
7.965 7.835
7.935 7.795
7.660 7.545
7.510 7.515
7.530 7.580
7.840 7.900
7.845 7.850
7.775 7.835
7.920 7.745
7.630 7.545
7.500 7.485
7.410 7.390
7.340 7.310
7.305 7.295
7.250 7.240
921
8.325 8.270
8.280 8.215
8.200 8.075
7.895 7.730
7.915 7.865
8.120 8.125
8.105 8.010
8.205 8.235
8.200 8.120
8.120 7.985
8.110 8.030
8.050 7.905
7.995 7.865*
7.990 7.805
7.965 7.775
7.660 7.535
7.525 7.520
7.560 7.580
7.870 7.880
7.870 7.830
7.790 7.845
7.925 7.725
7.630 7.535
7.505 7.475
7.410 7.385
7.335 7.310
7.305 7.295
7.250 7.235
10 22
8.330 8.260
8.290 8.200
8.205 8.060
7.880 7.730
7.925 7.865
8.140 8.105
8.110 8.000
8.230 8.215
8.210 8.095
8.130 7.960
8.130 7.990
8.065 7.880
8.015 7.835*
8.005 7.780
7.980 7.750
7.660 7.520
7.545 7.505
7.580 7.580
7.900 7.855
7.895 7.805
7.800 7.850
7.920 7.710
7.630 7.525
7.515 7.470
7.410 7.380
7.330 7.310
7.305 7.285
7.250 7.230
11 23
8.335 8.245
8.295 8.185
8.205 8.045
7.865 7.730
7.935 7.865
8.150 8.085
8.115 7.995
8.255 8.190
8.220 8.065
8.135 7.940
8.150 7.960
8.080 7.855
8.035 7.810*
8.020 7.760
7.985 7.725
7.660 7.510
7.545 7.490
7.595 7.575
7.925 7.840
7.920 7.785
7.810 7.855
7.915 7.690
7.625 7.515
7.520 7.460
7.410 7.375
7.325 7.310
7.310 7.280
7.250 7.230
12 24
8.340 8.235
8.295 8.175
8.205 8.030
7.845 7.740
7.930 7.880
8.165 8.070
8.115 7.995
8.270 8.165
8.230 8.045
8.140 7.925
8.165 7.935
8.085 7.840
8.040 7.795*
8.020 7.745
7.990 7.705
7.655 7.505
7.540 7.480
7.610 7.575
7.940 7.835
7.935 7.760
7.815 7.860
7.910 7.675
7.620 7.510
7.520 7.455
7.415 7.370
7.325 7.310
7.310 7.275
7.245 7.230
(1) ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD. * GAGE HEIGHT ESTIMATED.
41
TABLE 3.- SUMMARY OF DISCHARGE MEASUREMENTS AT SECTION 0000, EAST FORK RIVER, MYOMING, 1980(1)
__I£I^LDI£C^Ei I_NO °yj[5BANK FLOW OCCURRED AT SECTION 0000 ______ __
MATER SURFACE MEAN MEAN FLOH TOTALDATE TIME LEVEU2) HIDTHO) DEPTH(4) VELOCITY(S) ARE4(6) DISCHARGED)_____ (M_)__ _ (W ____ (M) (M/S)______LMfl_ _ _L_/S]__
5-15 1145 5.445 17.4 0.39 0.45 6.76 3.065-16 1530 5.420 17.1 .37 .44 6.30 2.745-18 1200 5.510 17.7 .45 .49 8.02 3.965-21 1400 5.795 18.6 .91 .65 12.64 8.215-22 1215 6.165 17.7 .96 1.00 16.91 16.88
5-28 1205 5.625 17.7 .57 .52 10.13 5.216-11 1105 6.445 19.4 1.22 1.08 23.69 25.546-11 1605 6.515 19.5 1.26 1.10 24.62 27.076-12 1625 6.635 19.5 1.37 1.25 26.66 33.226-15 1515 6.285 18.9 1.03 .93 19.79 18.32
6-16 1215 5.940 17.4 .75 .77 13.10 10.05 9-16 1425 5.205 7.6 .20 .44 1.50 .66
(1) ALL HATER LEVELS ARE FOR SECTION 0000: DISCHARGE MEASUREMENTS ON MAY 15, 16, 18. 21, AND 28, 1980 HERE MADE APPROXIMATELY 15 METERS UPSTREAM OF SECTION 0000.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.TOTAL SURFACE HIDTH OF CHANNEL.MEAN DEPTH OF HATER OVER TOTAL HIDTH.MEAN VELOCITY OF TOTAL DISCHARGE.FLOH AREA OF TOTAL HIDTH.TOTAL DISCHARGE OVER TOTAL HIDTH OF CHANNEL.
EFFECTIVE DISCHARGE - FLOH OVER 14.6-METER HIDTH OF CONVEYOR BELT
HATER EFFECTIVE MEAN MEAN FLOH EFFECTIVEDATE TIME LEVEL(l) MIDTH(2) DEPTHO) VELOCITYU) AREA(5) DISCHARGED)
(M (H) 00 (M/S) (M*) (3/S)
5-22 1215 6.165 14.6 1.04 1.05 15.24 15.946-11 1105 6.445 14.6 1.36 1.17 20.07 23.536-11 1605 6.515 14.6 1.43 1.17 21.00 24.616-12 1625 6.635 14.6 1.51 1.37 22.02 30.046-15 1515 6.285 14.6 1.20 1.01 17.56 17.70
6-16 1215 5.940 14.6 .81 .84 11.80 9.88 9-16 1425 5.205 7.6 .20 .44 1.50 .66
(1) ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.(2) EFFECTIVE HIDTH OF STREAM CHANNEL IS THE 14.6-METER MIDTH OF THE BEDLOAD
TRAP; ON 9-16, 7.6 METERS HAS TOTAL HIDTH OF FLOH.MEAN DEPTH OF HATER OVER EFFECTIVE HIDTH.MEAN VELOCITY OF EFFECTIVE DISCHARGE.FLOH AREA OF EFFECTIVE MIDTH.EFFECTIVE DISCHARGE, INCLUDES ALL FLOH OVER THE EFFECTIVE HIDTH OF THE STREAMBED.
42
TABLE 4.- SUMMARY OF DISCHARGE MEASUREMENTS AT SECTION 2505, EAST FORK RIVER, HYOMING, 1980(1)
MAIN CHANNEL DISCHARGE - EXCLUDES SHALLOH FLOHS OVER ADJACENT FLOODPLAIN
5-15 5-16 5-18 5-21 5-23
10451430110010151400
5-28 10006-15 11356-16 10259-16 1510
(M)
7.3007.2607.3757.7108.315
7.5108.2057.8757.025
(M)
16.015.517.120.422.0
20.422.820.611.3
(M)
0.34.33.40.65.96
.451.03
.83
.16
(M/S)
0.56.55.60.66
1.19
.59
.85
.65
.34
(M*)
5.385.066.89
13.2921.09
9.1523.5017.091.83
(M*/S)
3.032.784.118.75
25.00
5.4120.0811.07
.62
(1) ALL HATER LEVELS ARE FOR SECTION 2505: DISCHARGE MEASUREMENTS BEGINNING HITH MAY 18, 1980 HERE MADE APPROXIMATELY 15 METERS DOHNSTREAM OF SECTION 2505.
(2) ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.(3) EFFECTIVE HIDTH IS THE HIDTH OF THE MAIN STREAM CHANNEL;
DOES NOT INCLUDE HIDTH OF OVERBANK FLOH.4 MEAN DEPTH OF HATER OVER EFFECTIVE HIDTH.5 MEAN VELOCITY OF EFFECTIVE DISCHARGE.6 FLOH AREA OF EFFECTIVE HIDTH.7 EFFECTIVE DISCHARGE AT SECTION; DOES NOT INCLUDE OVERBANK FLOH.
43
TABLE 5.-
DATE
5- 7
5- 8
5- 9
5-10
5-11
5-12
5-13
5-14
5-15
5-16
5-17
5-18
5-19
5-20
5-21
5-22
5-23
5-24
5-25
5-26
5-27
5-28
5-29
5-30
5-31
6- 1
6- 2
6- 3
HOURLY DISCHARGE, EAST FORK RIVER,
1 13
8.40 8.40
8.79 9.38
11.0 10.8
9.388.40
8.31 6.76
6.67 5.91
5.67 4.66
4.66 3.94
3.41 2.85
2.73 2.67
3.22 3.34
3.74 3.67
3.283.41
3.15 4.22
5.35 8.59
11.4 16.7
17.3 25.4
25.9 25.8
20.2 15.4
11.3 9.28
7.84 6.08
5.99 5.35
4.59 4.37
3.81 3.34
3.41 3.54
3.47 3.22
3.28 3.41
3.543.41
214
8.59 8.12
8.88 9.48
11.1 10.7
9.38 8.21
8.31 6.67
6.85 5.83
5.59 4.59
4.66 3.81
3.41 2.79
2.73 2.67
3.41 3.28
3.81 3.61
3.34 3.28
3.284.15
5.99 8.40
12.2 16.4
17.9 25.8
26.1 25.4
19.8 15.1
11.1 9.18
7.74 5.91
6.08 5.04
4.59 4.30
3.81 3.28
3.41 3.47
3.47 3.22
3.22 3.34
3.54 3.34
IN CUBIC METERS PER SECOND, AT HYOMING, 1980
315
8.88 8.02
8.98 9.58
11.3 10.6
9.38 8.02
8.21 6.58
6.85 5.75
5.594.51
4.74 3.74
3.34 2.73
2.73 2.61
3.54 3.28
3.813.54
3.41 3.28
3.41 4.15
6.76 8.31
13.3 16.1
18.5 26.1
26.1 25.0
19.5 14.5
10.9 8.98
7.74 5.75
6.08 4.81
4.66 4.22
3.81 3.22
3.41 3.34
3.47 3.15
3.22 3.34
3.61 3.34
4 16
8.88 8.02
9.08 9.58
11.5 10.5
9.38 7.93
8.02 6.50
6.85 5.67
5.51 4.51
4.74 3.67
3.34 2.67
2.732.61
3.61 3.28
3.88 3.28
3.54 3.15
3.61 4.08
7.47 8.21
13.915.7
19.226.4
26.1 24.5
19.2 14.0
10.8 8.88
7.56 5.59
6.08 4.74
4.74 4.15
3.81 3.28
3.47 3.28
3.47 3.15
3.28 3.34
3.61 3.34
TIME 5
17
8.988.12
9.18 9.58
11.5 10.4
9.38 7.93
7.84 6.50
6.76 5.67
5.434.51
4.74 3.74
3.28 2.73
2.79 2.55
3.67 3.28
3.94 3.15
3.54 3.09
3.81 4.01
8.12 8.02
14.6 15.3
20.0 26.5
26.1 24.1
18.9 13.4
10.6 8.79
7.47 5.75
6.08 4.66
4.74 4.15
3.81 3.22
3.54 3.28
3.47 3.15
3.28 3.34
3.61 3.28
IN HOURS 6 18
8.98 8.12
9.18 9.58
11.5 10.3
9.28 7.84
7.65 6.41
6.76 5.67
5.354.51
4.663.74
3.28 2.73
2.79 2.67
3.61 3.34
3.94 3.03
3.61 3.03
3.944.01
8.50 7.93
15.215.2
20.7 26.8
26.1 23.5
18.4 12.9
10.5 8.59
7.38 6.24
5.99 4.66
4.66 4.08
3.74 3.15
3.54 3.28
3.47 3.15
3.34 3.28
3.61 3.28
SECTION 0000,
7 19
8.98 8.21
9.28 9.68
11.4 10.2
9.18 7.84
7.47 6.50
6.67 5.67
5.27 4.51
4.59 3.54
3.28 2.79
2.79 2.73
3.61 3.34
3.94 3.03
3.67 3.03
4.08 4.08
8.79 7.93
15.8 15.1
21.6 26.8
26.2 22.9
18.0 12.5
10.4 8.50
7.20 6.33
5.91 4.59
4.66 4.08
3.74 3.09
3.61 3.34
3.47 3.15
3.41 3.34
3.54 3.22
8 20
8.88 8.31
9.28 9.89
11.3 10.2
9.08 7.84
7.296.41
6.50 5.67
5.194.51
4.59 3.41
3.22 2.73
2.85 2.85
3.543.41
3.88 3.09
3.67 3.09
4.22 4.08
8.88 8.12
16.2 15.2
22.3 26.7
26.2 22.3
17.5 12.1
10.2 8.40
7.02 6.24
5.83 4.51
4.66 4.08
3.67 3.28
3.613.41
3.41 3.22
3.41 3.34
3.54 3.22
9 21
8.88 8.31
9.28 10.1
11.0 10.1
8.98 8.02
7.11 6.33
6.33 5.67
5.12 4.51
4.51 3.47
3.15 2.79
2.79 2.85
3.54 3.41
3.88 3.22
3.67 3.09
4.30 4.15
8.88 8.40
16.4 15.4
23.0 26.7
26.2 21.9
17.1 11.8
9.99 8.02
6.85 6.16
5.75 4.51
4.59 4.01
3.61 3.41
3.61 3.54
3.34 3.22
3.47 3.34
3.54 3.15
10 22
8.79 8.40
9.28 10.3
11.0 9.89
8.88 8.12
7.02 6.33
6.16 5.67
4.964.51
4.37 3.47
3.09 2.85
2.79 2.85
3.47 3.54
3.81 3.22
3.61 3.09
4.30 4.30
8.88 8.88
16.7 15.9
23.8 26.5
26.221.4
16.6 11.7
9.78 7.84
6.67 6.08
5.67 4.51
4.594.01
3.61 3.54
3.61 3.61
3.28 3.28
3.54 3.41
3.47 3.09
11 23
8.69 8.50
9.28 10.6
10.9 9.68
8.69 8.21
6.936.41
6.08 5.67
4.81 4.59
4.30 3.47
2.97 2.79
2.73 2.91
3.47 3.67
3.74 3.22
3.61 3.09
4.224.37
8.79 9.48
16.8 16.3
24.4 26.2
26.1 21.0
16.2 11.5
9.587.84
6.50 6.08
5.594.44
4.51 3.94
3.543.47
3.61 3.54
3.28 3.28
3.47 3.41
3.47 3.09
12 24
8.59 8.59
9.38 10.8
10.9 9.48
8.59 8.31
6.85 6.50
5.99 5.67
4.74 4.59
4.08 3.47
2.912.73
2.73 3.09
3.41 3.74
3.74 3.22
3.47 3.15
4.30 4.74
8.69 10.4
16.7 16.8
24.8 26.1
25.9 20.6
15.8 11.4
9.48 7.84
6.33 5.99
5.434.51
4.51 3.88
3.47 3.41
3.54 3.54
3.28 3.28
3.41 3.47
3.41 3.03
44
TABLE 5.-
DATE
6- 4
6- 5
6- 6
6- 7
6- 8
6- 9
6-10
6-11
6-12
6-13
6-14
6-15
6-16
6-17
6-18
6-19
6-20
6-21
6-22
6-23
6-24
6-25
6-26
6-27
6-28
6-29
6-30
7- 1
HOURLY DISCHARGE, EAST FORK RIVER,
1 13
3.03 3.15
2.91 3.81
4.08 4.89
4.89 4.81
5.27 7.11
8.31 13.6
13.5 19.5
18.5 25.6
22.7 30.6
26.8 28.6
22.6 25.1
19.8 20.7
15.211.1
9.08 12.4
11.4 18.7
16.4 17.3
14.3 23.8
19.321.6
15.6 18.3
12.9 18.4
12.9 16.3
10.9 15.2
10.2 14.5
9.58 13.7
8.88 8.21
5.59 6.16
4.81 7.29
6.85 12.9
214
3.03 3.15
3.03 3.81
4.30 4.89
4.96 4.66
5.597.11
9.08 13.7
13.7 19.8
18.7 26.1
22.5 30.7
26.228.4
22.0 25.3
19.5 20.5
14.8 10.7
9.38 12.4
11.7 19.2
16.1 17.3
14.7 24.5
18.8 21.7
15.3 18.3
12.9 18.7
12.7 16.4
10.8 15.2
9.99 14.6
9.48 13.7
8.59 8.31
5.43 5.99
4.74 7.29
7.11 13.0
, IN CUBIC METERS PER SECOND, AT HYOMING, 1980 CONTINUED
315
3.03 3.09
3.09 3.81
4.37 4.81
5.04 4.59
5.99 7.02
9.89 13.7
14.3 19.9
18.9 26.4
22.5 30.7
25.9 28.3
21.7 25.1
19.3 20.0
14.3 10.3
9.78 12.2
12.2 19.6
15.7 17.1
15.1 25.0
18.3 21.7
15.318.1
13.0 18.9
12.7 16.3
10.9 15.1
9.9914.3
9.48 13.6
8.31 8.02
5.43 5.91
4.59 7.29
7.56 13.2
4 16
3.03 3.09
3.22 3.81
4.51 4.81
5.19 4.51
6.33 6.93
10.8 13.7
14.8 20.0
19.3 26.7
22.7 30.6
25.8 28.1
21.7 25.0
19.2 19.6
14.1 9.99
10.2 12.1
12.7 19.9
15.7 16.8
15.7 25.4
18.1 21.6
15.317.7
13.4 18.9
12.9 15.9
11.3 14.7
10.3 14.2
9.68 13.3
8.12 7.38
5.355.75
4.81 7.29
8.02 13.3
TIME 5
17
3.09 3.09
3.28 3.74
4.59 4.81
5.27 4.51
6.58 6.85
11.5 13.6
15.3 19.9
20.0 26.5
23.830.4
25.8 27.6
22.0 24.7
19.3 19.3
13.7 9.89
10.5 12.0
13.4 20.0
15.9 16.4
16.3 25.6
18.3 21.3
15.6 17.3
13.7 18.8
13.315.4
11.7 14.3
10.8 13.6
10.2 12.8
8.02 7.11
5.43 5.67
4.96 7.11
8.59 13.3
IN HOURS 6
18
3.09 3.03
3.41 3.74
4.74 4.89
5.27 4.59
6.76 6.85
11.8 13.5
15.9 19.8
20.7 26.2
24.7 30.1
25.8 27.0
22.224.4
19.6 18.9
13.4 9.68
10.9 11.8
14.1 20.0
16.2 15.9
17.1 25.4
18.5 20.7
15.9 16.6
14.5 18.3
13.614.7
12.2 13.7
11.5 13.0
10.7 12.2
8.02 6.76
5.59 5.51
5.35 7.02
9.38 13.0
SECTION
719
3.15 2.97
3.543.74
4.81 4.81
5.35 4.89
6.93 7.02
12.1 13.4
16.4 19.6
21.4 25.6
25.6 29.7
26.1 26.4
22.7 23.8
19.8 18.4
13.0 9.48
11.3 11.7
14.8 19.8
16.4 15.6
17.9 25.0
18.7 20.0
16.3 15.9
15.1 17.7
14.1 14.0
12.7 13.2
12.0 12.4
11.4 11.6
8.12 6.58
5.75 5.43
5.75 6.85
10.1 12.8
0000,
8 20
3.15 2.97
3.61 3.81
4.81 4.74
5.355.12
7.02 7.02
12.6 13.2
17.0 19.3
22.325.0
26.5 29.4
26.4 25.8
23.2 23.2
19.9 17.9
12.7 9.28
11.5 11.5
15.4 19.5
16.7 15.1
18.7 24.4
19.2 19.2
16.7 15.3
15.8 16.8
14.6 13.4
13.3 12.6
12.6 11.8
12.0 11.0
8.12 6.33
5.91 5.27
6.08 6.85
10.7 12.4
921
3.22 2.91
3.67 3.81
4.89 4.74
5.27 5.04
7.02 7.02
12.9 13.0
17.5 19.1
23.0 24.5
27.5 28.9
27.2 25.1
23.6 22.3
20.2 17.3
12.4 9.18
11.7 11.4
16.2 18.9
16.8 14.8
19.6 23.6
19.6 18.5
17.1 14.7
16.4 15.8
15.1 12.7
13.7 12.0
13.0 11.3
12.5 10.4
8.12 6.16
6.08 5.19
6.50 6.85
11.3 12.0
10 22
3.15 2.85
3.74 3.81
4.96 4.74
5.19 5.04
7.02 7.11
13.2 12.9
18.1 18.8
23.824.1
29.1 28.4
27.6 24.5
24.1 21.6
20.5 16.7
12.1 9.08
12.0 11.3
16.8 18.4
17.1 14.6
20.7 22.6
20.2 17.6
17.5 14.1
17.0 14.8
15.4 12.0
14.2 11.5
13.6 10.7
13.0 10.1
8.12 6.08
6.16 5.04
6.76 6.76
11.7 11.6
11 23
3.15 2.85
3.74 3.88
4.96 4.81
5.04 4.96
7.11 7.29
13.4 13.0
18.7 18.7
24.5 23.6
29.9 28.0
28.1 23.8
24.5 21.0
20.7 16.2
11.8 8.98
12.1 11.1
17.5 17.7
17.2 14.3
21.9 21.6
20.7 16.8
17.7 13.4
17.5 14.0
15.9 11.6
14.6 10.9
14.0 10.2
13.4 9.68
8.02 5.91
6.33 4.96
7.02 6.76
12.1 11.1
12 24
3.15 2.85
3.81 3.94
4.96 4.81
4.96 5.04
7.11 7.74
13.5 13.2
19.2 18.5
25.3 23.2
30.4 27.3
28.4 23.2
25.0 20.3
20.7 15.7
11.5 8.98
12.211.1
18.1 17.0
17.3 14.3
22.920.5
21.2 16.1
18.1 13.0
17.9 13.3
16.2 11.3
14.9 10.4
14.3 9.89
13.6 9.28
7.935.75
6.24 4.89
7.11 6.76
12.6 11.0
45
TABLE 5.-
DATE
7- 2
7- 3
7- 4
7- 5
7- 6
7- 7
7- 8
7- 9
7-10
7-11
7-12
7-13
7-14
7-15
7-16
7-17
7-18
7-19
7-20
7-21
7-22
7-23
7-24
7-25
7-26
7-27
7-28
7-29
HOURLY DISCHARGE, EAST FORK RIVER,
1 13
10.9 12.9
9.48 10.8
11.6 12.5
8.40 7.47
5.59 5.99
4.51 4.59
3.54 3.28
3.15 3.41
2.67 2.79
2.22 2.44
2.11 1.91
1.86 1.71
1.61 1.52
1.76 1.76
1.61 1.38
1.38 1.34
1.47 1.57
1.52 1.43
1.38 1.47
1.81 1.86
1.76 1.71
1.38 1.47
1.38 1.21
1.17 1.38
1.17 1.17
1.09 1.30
1.09 1.13
1.05 1.05
214
10.7 13.0
9.38 10.9
11.6 12.1
8.21 7.38
5.51 5.91
4.44 4.51
3.54 3.22
3.15 3.34
2.61 2.73
2.22 2.44
2.06 1.96
1.81 1.71
1.61 1.52
1.81 1.76
1.61 1.38
1.38 1.34
1.52 1.52
1.57 1.43
1.38 1.47
1.81 1.81
1.76 1.71
1.38 1.47
1.34 1.21
1.17 1.38
1.17 1.17
1.17 1.26
1.09 1.13
1.05 1.05
, IN CUBIC METERS PER SECOND, AT HYOHING, 1980 CONTINUED
315
10.6 13.0
S.28 10.8
11.7 11.7
8.02 7.29
5.43 5.91
4.30 4.44
3.47 3.09
3.09 3.28
2.61 2.67
2.17 2.44
2.06 1.96
1.81 1.71
1.61 1.52
1.81 1.76
1.57 1.43
1.381.34
1.52 1.52
1.57 1.43
1.38 1.43
1.81 1.81
1.76 1.66
1.38 1.47
1.30 1.21
1.17 1.34
1.17 1.17
1.17 1.21
1.09 1.13
1.05 1.01
4 16
10.4 12.9
9.28 10.7
11.8 11.4
7.84 7.11
in4.22 4.37
3.41 3.09
3.09 3.28
2.55 2.61
2.11 2.44
2.01 1.96
1.81 1.66
1.61 1.52
1.81 1.71
1.57 1.43
1.38 1.34
1.52 1.52
1.57 1.43
1.38 1.43
1.86 1.81
1.76 1.66
1.38 1.43
1.30 1.17
1.17 1.34
1.17 1.17
1.17 1.17
1.09 1.09
1.05 1.01
TIME
i?10.4 12.6
9.38 10.7
12.0 11.0
7.74 6.93
5.35 5.67
4.15 4.30
3.41 3.15
3.09 3.15
2.55 2.55
2.11 2.38
2.01 1.96
1.81 1.66
1.61 1.52
1.81 1.71
1.52 1.43
1.38 1.34
1.52 1.52
1.57 1.38
1.43 1.43
1.86 1.81
1.76 1.66
1.43 1.43
1.261.17
1.17 1.30
1.17 1.13
1.21 1.17
1.09 1.09
1.05 .97
IN HOURS 6 18
10.6 12.1
9.58 10.8
12.2 10.6
7.56 6.76
5.51 5.51
4.08 4.08
3.41 3.15
3.09 3.15
2.55 2.50
2.06 2.33
1.96 1.96
1.76 1.66
1.61 1.52
1.81 1.66
1.52 1.43
1.38 1.38
1.52 1.52
1.57 1.38
1.43 1.43
1.86 1.81
1.76 1.52
1.43 1.43
1.21 1.17
1.17 1.26
1.17 1.13
1.21 1.17
1.09 1.09
1.05 .97
SECTION
7 19
10.9 11.8
9.78 10.9
12.5 10.3
7.56 6.58
5.59 5.35
4.15 3.94
3.34 3.22
3.15 3.09
2.55 2.44
2.06 2.33
1.96 1.96
1.76 1.66
1.57 1.52
1.81 1.66
1.47 1.43
1.38 1.38
5:511.52 1.38
1.43 1.38
1.86 1.81
1.76 1.43
1.43 1.43
1.21 1.17
1.17 1.26
1.17 1.09
1.21 1.17
1.13 1.09
1.05 1.01
0000,
8 20
11.4 11.4
9.99 11.0
12.6 9.89
7.56 6.41
5.75 5.19
4.22 3.81
3.34 3.22
3.15 3.03
2.55 2.38
2.11 2.27
1.91 1.96
1.76 1.66
1.57 1.52
1.81 1.66
1.43 1.43
1.38 1.43
1.57 1.47
1.52 1.34
1.43 1.57
1.86 1.76
1.76 1.38
1.47 1.38
1.21 1.17
1.21 1.21
1.17 1.09
1.26 1.13
1.13 1.05
1.05 .97
9 21
11.7 10.9
10.2 11.3
12.7 9.48
7.56 6.16
5.83 5.04
4.30 3.74
3.28 3.15
3.28 2.85
2.61 2.33
2.17 2.22
1.91 1.91
1.76 1.66
1.57 1.52
1.81 1.66
1.43 1.43
1.34 1.43
1.57 1.47
1.52 1.34
1.43 1.71
1.86 1.76
1.76 1.38
1.47 1.38
1.21 1.17
1.21 1.21
1.17 1.09
1.30 1.09
1.13 1.05
1.05 .97
10 22
12.1 10.5
10.4 11.4
12.8 9.18
7.56 5.99
5.91 4.96
4.44 3.74
3.28 3.15
3.34 2.79
2.67 2.27
2.22 2.22
1.86 1.91
1.76 1.61
1.57 1.52
1.76 1.61
1.38 1.43
1.34 1.43
1.57 1.47
1.47 1.34
1.47 1.76
1.86 1.76
1.76 1.38
1.47 1.38
1.21 1.17
1.21 1.17
1.17 1.09
1.30 1.09
1.13 1.05
':§?
1123
12.5 10.2
10.6 11.5
12.7 8.88
7.56 5.83
5.994.81
4.51 3.67
3.28 3.15
3.34 2.73
2.73 2.22
2.33 2.17
1.91 1.86
1.71 1.61
1.57 1.52
1.76 1.61
1.38 1.38
1.34 1.47
1.57 1.52
1.47 1.34
1.47 1.76
1.86 1.76
1.76 1.38
1.47 1.38
1.21 1.17
1.21 1.17
1.17 1.05
1.30 1.09
1.13 1.05
':»
12 24
12.9 9.89
10.811.5
12.7 8.69
7.47 5.75
6.08 4.66
4.59 3.61
3.28 3.15
3.41 2.73
2.79 2.22
2.38 2.11
1.91 1.86
1.71 1.61
1.57 1.57
1.76 1.61
1.38 1.38
1.34 1.47
1.57 1.52
1.43 1.38
1.47 1.76
1.86 1.76
1.71 1.38
1.52 1.38
1.21 1.17
1.38 1.17
1.17 1.05
1.30 1.09
1.17 1.05
1.05 .97
46
TABLE 5.-
DATE
7-30
7-31
8- 1
8- 2
8- 3
8- 4
8- 5
8- 6
8- 7
8- 8
8- 9
8-10
8-11
8-12
8-13
8-14
8-15
8-16
8-17
8-18
8-19
HOURLY DISCHARGE, EAST FORK RIVER,
1 13
0.97 1.09
1.01 1.05
.97 1.01
.97
.97
.90
.97
.90
.86
.83
.86
.83
.83
.79
.79
.76
.79
.76
.76
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.66
.69
.72 1.17
.86
.90
.83
.86
.79
.79
14
0.97 1.09
1.01 1.05
.97 1.01
.97
.97
.90
.97
.90
.86
.83
.86
.83
.83
.79
.79
.76
.79
.76
.76
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.66
.69
.72 1.30
.86
.90
.83
.86
.79
.79
IN CUBIC METERS PER SECOND, AT SECTION HYOMING, 1980 CONTINUED
315
0.97 1.05
1.01 1.05
.97 1.01
.97
.94
.90
.97
.90
.86
.83
.86
.83
.83
.79
.79
.76
.79
.76
.76
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.66
.69
.721.21
.86
.90
.83
.86
.79
.79
4 16
0.97 1.05
1.01 1.05
.97 1.01
.97
.94
.90
.94
.90
.86
.83
.86
.83
.83
.79
.79
.76
.79
.76
.76
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.66
.69
.72 1.17
.86
.90
.83
.86
.79
.79
TIME IN
17
0.97 1.05
1.01 1.05
.971.01
.97
.94
.90
.94
.90
.86
.83
.86
.83
.79
.79
.79
.76
.79
.76
.72
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.66
.69
.72 1.05
.86
.90
.83
.83
.79
.79
HOURS 6
18
1.01 1.05
1.05 1.05
.971.01
.97
.94
.90
.94
.90
.86
.83
.83
.83
.79
.79
.79
.76
.79
.76
.72
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.69
.69
.72
.97
.86
.90
.83
.83
.79
.79
7 19
1.05 1.05
1.05 1.01
1.01 1.01
.97
.94
.86
.94
.90
.86
.83
.83
.83
.79
.79
.76
.76
.76
.76
.72
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.69
.72
.76
.97
.86
.90
.83
.83
.79
.79
0000,
8 20
1.05 1.05
1.05 1.01
1.01 .97
.97
.94
.66
.94
.86
.86
.83
.83
.83
.79
.79
.76
.76
.76
.76
.72
.72
.72
.69
.72
.69
.72
.69
.69
.69
.69
.69
.72
.76
.97
.86
.86
.86
.83
.79
.79
921
1.05 1.01
1.05 1.01
1.01 .97
.97
.94
.86
.94
.86
.86
.83
.83
.79
.76
.79
.76
.76
.76
.76
.72
.72
.72
.69
.69
.69
.69
.69
.69
.69
.69
.69
.72
.79
.94
.86
.86
.86
.83
.79
.79
10 22
1.091.01
1.051.01
1.01 .97
.97
.90
.90
.90
.86
.86
.83
.83
.83
.76
.79
.76
.76
.76
.76
.72
.72
.72
.72
.69
.72
.69
.69
.69
.69
.69
.69
.72
.79
.94
.90
.86
.86
.83
.79
.76
11 23
1.091.01
1.05 1.01
1.01 .97
.97
.90
.94
.90
.86
.83
.83
.83
.83
.79
.79
.76
.76
.76
.76
.72
.72
.72
.72
.69
.72
.69
.69
.69
.69
.66
.69
.72
.83
.90
.90
.83
.86
.83
.79
.76
12 24
1.091.01
1.05 .97
1.05 .97
.97
.90
.97
.90
.86
.83
.83
.83
.83
.79
.79
.76
.79
.76
.76
.72
.72
.69
.72
.69
.72
.69
.69
.69
.65
.66
. .69 .72
.86
.86
.90
.83
.86
.79
.79
.76
47
TABLE 6.-
DATE
5-16
5-17
5-18
5-19
5-20
5-21
5-22
5-23
5-24
5-25
5-26
5-27
5-28
5-29
5-30
5-31
6- 1
6- 2
6- 3
6- 4
6- 5
6- 6
6- 7
6- 8
6- 9
6-10
6-11
6-12
HOURLY DISCHARGE EAST FORK RIVER,
1 13
2.60 2.50
3.02 3.36
3.84 3.66
3.25 3.48
3.25 4.22
5.61 8.49
13.8 16.5
18.8 23.4
23.5 22.9
19.5 14.9
11.4 9.22
7.87 5.91
6.14 5.11
4.62 4.29
3.91 3.42
3.54 3.66
3.66 3.36
3.42 3.54
3.60 3.48
3.08 3.19
2.91 3.72
3.97 4.96
4.89 4.96
5.39 7.27
9.41 14.9
15.0 20.1
19.3 23.6
21.8 25.7
214
2.60 2.50
3.19 3.25
3.91 3.60
3.31 3.42
3.31 4.16
6.61 8.31
14.6 16.0
19.6 23.4
23.5 22.9
19.2 14.5
11.3 9.13
7.78 5.54
6.14 4.96
4.69 4.29
3.91 3.31
3.54 3.60
3.66 3.36
3.42 3.54
3.60 3.42
3.08 3.19
2.97 3.72
4.10 4.89
4.96 4.83
5.69 7.27
10.4 14.8
15.5 20.3
19.7 23.8
21.8 25.7
, IN CUBIC METERS PER SECOND, AT HYOMING, 1980
15
2.60 2.45
3.25 3.25
3.91 3.42
3.36 3.31
3.36 4.16
7.35 8.13
15.3 15.8
20.0 23.5
23.5 22.6
18.8 13.9
11.1 8.94
7.78 5.54
6.22 4.89
4.76 4.22
3.91 3.25
3.54 3.54
3.66 3.36
3.42 3.54
3.60 3.42
3.08 3.14
3.02 3.78
4.16 4.89
5.03 4.76
6.06 7.10
11.3 14.7
16.0 20.3
20.0 23.8
22.1 25.7
4 16
2.60 2.45
3.36 3.25
3.97 3.25
3.42 3.19
3.54 4.16
7.87 8.04
15.6 15.5
20.5 23.5
23.5 22.3
18.5 13.3
11.0 8.85
7.61 5.76
6.14 4.83
4.76 4.22
3.91 3.31
3.60 3.48
3.66 3.36
3.42 3.54
3.60 3.36
3.08 3.14
3.08 3.78
4.29 4.89
5.11 4.69
6.45 6.94
11.9 14.6
16.5 20.3
20.4 23.6
22.225.7
TIME IN HOURS 5 6 17 18
2.60 2.50
3.48 3.25
3.97 3.08
3.54 3.08
3.72 4.16
8.31 7.95
16.1 15.5
20.9 23.6
23.5 22.1
18.3 12.8
10.8 8.76
7.52 6.22
6.06 4.83
4.83 4.22
3.91 3.31
3.60 3.42
3.66 3.36
3.42 3.54
3.66 3.36
3.08 3.08
3.19 3.78
4.42 4.89
5.324.62
6.61 6.94
12.4 14.5
17.0 20.3
20.8 23.6
22.6 25.4
2.60 2.60
3.54 3.25
4.03 3.08
3.60 3.08
3.84 4.10
8.58 7.95
16.5 15.5
21.4 23.6
23.5 21.6
17.8 12.4
10.6 8.58
7.44 6.38
5.99 4.76
4.76 4.22
3.91 3.31
3.66 3.42
3.66 3.36
3.48 3.48
3.66 3.31
3.14 3.08
3.253.78
4.55 4.89
5.324.62
6.86 7.02
13.1 14.3
17.5 20.1
21.2 23.5
23.2 25.3
SECTION
7 19
2.60 2.65
3.54 3.31
4.03 3.08
3.66 3.08
4.03 4.10
8.85 8.04
16.9 15.6
21.8 23.8
23.5 21.4
17.4 12.1
10.4 8.31
7.27 6.30
5.91 4.76
4.76 4.22
3.91 3.25
3.66 3.42
3.66 3.36
3.48 3.48
3.66 3.25
3.19 3.02
3.363.78
4.69 4.89
5.32 4.76
7.10 7.10
13.7 14.1
18.0 19.9
21.8 23.4
23.8 25.0
2505,
8 20
2.60 2.70
3.54 3.36
4.03 3.08
3.66 3.08
4.16 4.10
9.03 8.22
16.9 16.0
22.223.8
23.4 21.1
17.0 12.0
10.2 7.87
7.10 6.22
5.84 4.76
4.69 4.22
3.84 3.36
3.72 3.54
3.66 3.36
3.54 3.42
3.66 3.25
3.19 3.02
3.42 3.78
4.76 4.83
5.32 4.96
7.19 7.10
14.0 14.0
18.5 19.7
22.2 22.9
24.224.5
9 21
2.60 2.75
3.54 3.48
3.91 3.19
3.66 3.08
4.22 4.10
9.03 8.76
17.0 16.6
22.5 23.6
23.4 20.7
16.6 11.8
9.98 7.87
6.69 6.06
5.69 4.76
4.62 4.16
3.78 3.42
3.72 3.60
3.60 3.36
3.54 3.48
3.66 3.19
3.19 2.97
3.48 3.84
4.83 4.83
5.325.03
7.27 7.27
14.3 14.0
19.1 19.6
22.6 22.6
24.7 24.1
10 22
2.602.81
3.48 3.54
3.84 3.25
3.66 3.14
4.22 4.16
8.94 10.3
17.0 17.1
22.6 23.6
23.4 20.4
16.3 11.7
9.79 7.87
6.53 6.06
5.61 4.69
4.55 4.03
3.72 3.54
3.72 3.66
3.54 3.36
3.54 3.48
3.60 3.19
3.19 2.97
3.60 3.84
4.83 4.83
5.25 5.03
7.35 7.52
14.6 14.0
19.3 19.5
22.9 22.3
25.1 23.9
11 23
2.55 2.86
3.42 3.66
3.78 3.25
3.603.14
4.22 4.29
8.85 11.3
17.0 17.6
22.9 23.6
23.220.1
15.9 11.6
9.60 7.87
6.38 6.06
5.46 4.62
4.42 3.97
3.66 3.54
3.72 3.66
3.48 3.42
3.54 3.54
3.54 3.14
3.19 2.91
3.66 3.84
4.89 4.83
5.18 5.03
7.35 7.87
14.7 14.2
19.7 19.3
23.2 22.1
25.4 23.6
12 24
2.55 2.91
3.42 3.78
3.72 3.25
3.54 3.19
4.22 4.42
8.67 12.6
16.7 18.3
23.1 23.6
23.2 19.7
15.4 11.5
9.41 7.87
6.14 6.06
5.39 4.62
4.35 3.97
3.54 3.54
3.66 3.66
3.42 3.42
3.54 3.54
3.54 3.14
3.19 2.91
3.66 3.91
4.89 4.83
5.03 5.11
7.27 8.49
14.8 14.6
19.9 19.2
23.4 21.9
25.7 23.5
48
TABLE 6.-
DATE
6-13
6-14
6-15
6-16
6-17
6-18
6-19
6-20
6-21
6-22
6-23
6-24
6-25
6-26
6-27
6-28
6-29
6-30
7- 1
7- 2
7- 3
7- 4
7- 5
7- 6
7- 7
7- 8
7- 9
7-10
HOURLY DISCHARGE, EAST FORK RIVER,
1 13
23.224.1
20.8 22.8
19.3 20.0
15.3 11.1
9.89 13.3
12.8 19.5
16.317.9
15.3 22.5
18.7 21.1
15.8 18.5
13.3 19.5
13.3 17.1
11.2 16.0
10.3 15.4
9.60 14.7
8.49 8.31
5.54 5.91
4.96 7.27
6.69 13.9
11.2 13.9
9.60 11.2
12.0 12.7
6.04 7.27
5.54 5.76
4.69 4.29
3.663.19
2.97 3.02
2.65 2.40
214
23.1 23.9
20.7 22.8
19.2 19.7
14.9 10.8
10.4 13.2
13.3 19.7
16.3 17.8
15.6 22.9
18.4 21.1
15.6 18.4
13.519.7
13.2 17.0
11.2 16.0
10.5 15.2
9.60 14.3
8.13 8.31
5.46 5.84
4.89 7.35
7.02 14.0
11.0 13.9
9.41 11.2
12.0 12.2
7.87 7.10
5.54 5.76
4.62 4.29
3.603.14
2.97 3.02
2.60 2.45
, IN CUBIC HETERS PER SECOND, AT HYOMING, 1980 CONTINUED
15
22.9 23.8
20.9 22.6
19.3 19.5
14.6 10.5
10.9 13.1
14.0 19.9
16.3 17.5
16.4 22.9
18.4 21.1
15.9 18.3
14.0 19.7
13.316.7
11.3 15.8
10.9 14.6
10.1 13.9
8.04 7.87
5.39 5.76
4.83 7.27
7.52 14.1
10.9 13.9
9.31 11.0
12.1 11. B
7.78 6.94
5.465.61
4.55 4.29
3.54 3.08
2.97 3.02
2.55 2.45
4 16
23.1 23.6
21.1 22.6
19.5 19.1
14.2 10.2
11.4 12.9
14.7 19.7
16.5 17.0
17.0 22.9
18.4 20.8
16.0 17.8
14.6 19.5
13.7 16.3
11.8 15.3
11.5 14.0
10.8 13.1
8.04 7.44
5.39 5.69
4.76 7.27
8.31 14.0
10.7 13.5
9.31 11.1
12.3 11.4
7.61 6.86
5.39 5.61
4.42 4.29
3.48 3.02
2.97 3.02
2.50 2.45
TIME 517
23.2 23.5
21.4 22.2
19.7 18.7
13.9 9.98
11.9 12.7
15.4 19.7
16.7 16.6
17.6 22.9
18.7 20.5
16.5 17.2
15.2 19.1
14.1 15.6
12.4 14.7
12.1 13.3
11.512.4
8.04 6.94
5.325.61
4.76 7.10
9.13 13.9
10.7 13.0
9.41 11.1
12.6 11.0
7.52 6.69
5.325.54
4.35 4.22
3.42 3.02
2.97 3.02
2.50 2.50
IN HOURS 6
18
23.2 23.2
21.8 21.9
19.9 18.3
13.5 9.79
12.212.4
16.0 19.5
17.0 16.3
18.3 22.6
19.3 20.1
16.9 16.7
15.9 18.4
14.7 14.9
13.1 14.0
12.9 12.7
12.2 11.7
8.04 6.61
5.39 5.54
4.89 6.94
9.98 13.7
10.9 12.6
9.69 11.2
12.8 10.5
7.52 6.53
5.325.46
4.29 4.16
3.42 3.02
2.97 2.97
2.45 2.45
SECTION
7 19
23.4 22.9
21.921.4
20.0 17.8
13.3 9.60
12.7 12.3
16.7 19.1
17.2 16.0
18.9 22.2
19.6 19.5
17.2 16.0
16.6 17.6
15.2 14.2
13.8 13.3
13.7 12.0
13.0 11.1
8.04 6.38
5.545.61
5.18 6.86
10.8 13.2
11.2 12.1
9.89 11.3
13.1 10.1
7.52 6.38
5.39 5.32
4.22 4.10
3.36 3.02
2.97 2.91
2.45 2.35
2505,
8 20
23.5 22.5
22.1 20.9
20.1 17.4
13.0 9.41
12.9 12.1
17.4 18.7
17.4 15.6
19.6 21.8
19.9 18.8
17.6 15.3
17.2 16.7
15.8 13.5
14.3 12.7
14.2 11.4
13.5 10.6
8.04 6.14
5.61 5.69
5.91 6.69
11.5 12.8
11.6 11.7
10.2 11.4
13.2 9.60
7.52 6.14
5.46 5.25
4.22 3.97
3.36 3.02
2.97 2.66
2.40 2.30
9 21
23.622.1
22.3 20.5
20.1 16.9
12.7 9.31
13.1 12.0
18.0 18.1
17.6 15.3
20.3 21.1
20.1 18.0
18.0 14.7
17.8 15.8
16.3 12.9
14.9 12.0
14.8 10.8
14.2 10.2
8.04 5.99
5.84 5.76
6.38 6.69
12.1 12.3
12.1 11.3
10.5 11.6
13.3 9.22
7.52 5.99
5.54 5.11
4.22 3.91
3.31 3.02
2.97 2.86
2.40 2.25
10 22
23.821.8
22.620.1
20.316.5
12.3 9.31
13.3 12.0
18.5 17.6
17.8 15.0
20.9 20.5
20.4 17.4
18.3 14.1
18.3 14.8
16.6 12.3
15.4 11.4
15.2 10.3
14.6 9.69
8.04 5.76
6.14 5.54
6.69 6.69
12.8 11.8
12.7 10.8
10.7 11.7
13.2 8.94
7.52 5.84
5.69 5.03
4.22 3.84
3.25 3.02
2.97 2.75
2.40 2.20
11 23
23.921.4
22.8 19.7
20.316.1
12.0 9.31
13.512.0
18.8 17.1
17.9 14.9
21.6 19.9
20.7 16.6
18.4 13.7
18.8 14.1
17.0 11.8
15.9 10.9
15.5 9.89
14.7 9.22
8.04 5.61
6.14 5.32
6.94 6.61
13.311.5
13.210.4
10.9 11.8
13.1 8.58
7.44 5.69
5.76 4.89
4.22 3.78
3.19 3.02
3.02 2.70
2.40 2.20
12 24
24.1 21.1
22.8 19.5
20.315.8
11.6 9.50
13.4 12.3
19.2 16.7
17.9 14.9
22.1 19.2
20.916.1
18.5 13.3
19.2 13.5
17.1 11.5
16.0 10.6
15.5 9.60
14.8 8.85
7.95 5.54
6.06 5.18
7.19 6.61
13.7 11.4
13.5 9.89
11.0 11.9
13.0 8.31
7.35 5.61
5.76 4.83
4.29 3.72
3.19 3.02
3.02 2.65
2.35 2.20
49
TABLE 7.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0043, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
15351720151015201520 151516051547
14011351162914341614
17451654173018061600
16341628- 14121702
15271637161413370905
09000914160716250909
14591002151517201714
1722130517471225
DISCHARGE(l).
(M /S)
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_
HATERLEVELO)
(M)
5.6255.5755.4855.5455.829 __
5.8595.6845.624
5.5405.5355.5405.5805.630
6.0736.3406.5556.6856.610
6.5056.324 6.0246.340
6.2306.5396.3996.3096.099
6.0435.6996.0695.9485.789
5.6055.5705.4255.3655.375
5.3805.3555.3255.275
ACTIVEBED(4)
(M)
4.8484.8814.8714.8984.909
4.5654.4994.663
4.4454.4614.4674.4774.481
4.4654.7364.6144.5234.596
4.5464.589 4.4524.397
4.3404.5074.4724.5054.549
4.5334.5644.7304.7854.759
4.7204.7614.6954.6664.685
4.7464.7554.7934.911
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.737.672.597.620.826 1.1191.068.884
1.0591.0391.0321.0421.058
1.3871.3381.5251.6171.584
1.5651.475 1.3471.639
1.6081.6211.5781.5341.347
1.295.973
1.1651.004.874
.834
.789
.708
.651
.640
.589
.557
.499
.342
ACTIVEBED(6)
(M)
0.777.694.614.647.920__ 1.2941.185.961
1.0951.0741.0731.1031.149
1.6081.6041.9412.1622.014
1.9591.735
1.5721.943
1.8902.0321.9271.8041.550
1.5101.1351.3391.1631.030
.885
.809
.730
.699
.690
.634
.600
.532
.364
HIDTH
HATERSURFACE! 7)
(M)
17.216.816.616.918.5 19.318.117.8
16.816.816.917.117.6
19.820.722.623.623.5
22.420.8 20.020.7
20.622.821.820.719.9
20.119.320.019.919.9
16.215.915.615.315.4
15.415.415.215.2
ACTIVEBED(8)
(M)
16.016.016.016.016.0 16.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.0 16.016.0
16.016.016.016.016.0
16.016.016.016.016.0
15.015.015.014.014.0
14.014.014.014.0
FLOH AREA
(9)(M2 )
12.6811.299.9110.4815.27
21.6119.3215.74
17.7917.4517.4417.8118.63
27.4627.7034.4738.1637.23
35.0530.68 26.9533.93
33.1236.9634.4031.7526.80
26.0418.7723.3119.9717.40
13.5112.5411.049.969.85
9.078.587.595.20
TOTAL (10)_(MZ )
12.6811.299.9110.4815.27
21.6119.3215.74
17.7917.4517.4417.8118.63
27.4627.7034.4738.1637.23
35.0530.68 26.9533.93
33.1236.9634.4031.7526.80
26.0418.7723.3119.9717.40
13.5112.5411.049.969.85
9.078.587.595.20
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAHBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAHBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 16 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
50
TABLE 8.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0075, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE(l)
(M 3/S)
MEAN ELEVATION;2)HATERLEVELO)
(M)
ACTIVEBED(4)
(M)
MEAN DEPTH HIDTH FLOH AREA
5-13 5-14 5-16 5-19 5-21
5-22 5-24 5-26 5-27 5-28
5-306-01 6-03 6-05 6-07
6-09 6-10 6-11 6-12 6-13
6-14 6-15 6-16 6-17 6-18
6-19 6-20 6-21 6-23 6-25
6-276-297-01 7-03 7-05
7-07 7-09 7-12 7-16 7-20
7-23 7-26 7-29 9-16
15291506150015141512
145616031540
14081337160814221603
17271634172517311541
16301715
14271641
15281602162215270925
09200921160016170917
14501007150917131707
1717125717421200
3.742.613.228.31
9.2B 5.67 4.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12. 18.
17.025.621.41813.7
12.9
5.6565.5965.5165.5665.886
5.9025.7105.650
550560560600660
6.1466.4206.6306.7586.671
6.5736.363
6.0726.410
292,603
6.4606.3686.162
6.1125.7406.1376.0065.826
5.6305.5805.4345.3705.384
5.3855.3645.3355.290
932952966035
4.980
4.6034.5904.594
589899036051
5.085
4.9304.8314.6094.5454.506
4.5724.609
4.6704.702
780752738836
4.878
883062048890
4.904
151212172079074
093094077
0.686.609.525.512.812
1.1281.007.968
.881
.622
.505
.531
.558
040173
1.4261.5291.469
1.387 1^25
1.1751.224
193296229182
5.041
1.089
1.054.640.947.954.832
.467
.365
.259
.259
.281
.273
.248
.232
.222
0.724.644.550.531.906
1.2991.1201.056
.961
.661
.524
.549
.575
216589021213
2.165
2.0011.754
1.4021.708
L.512 L.851 L.722 L.532 1.284
L.229.6781.089L.116.922
.479
.368
.262
.291
.310
.292
.270
.258
.249
16.516.316.116.117.8
17.616.416.4
16.116.016.216.216.4
18.822.724.425.025.0
24.021.4
18.722.7
20.324.523.121.318.7
18. 16. 18. 18,17.1
16.316.216.112.813.6
13.413.612.611.2
14.014.014.014.014.0
14.014.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.0
14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.014.010.011.0
11.011.010.09.0
11.329.938.458.2414.46
19.8616.5115.87
14.199.958.188.609.15
19.5526.6234.8038.2236.74
33.30 28^6
21.9727.79
24.2131.7528.3925.1720.37
19.5010.5617.5217.5614.22
3.82
3.663.372.922.48
11.329.938.458.2414.46
19.8616.5115.87
14.199.958.188.609.15
19.5526.6234.8038.2236.74
33.30 28.^36
21.9727.79
24.2131.7528.3925.1720.37
19.5010.5617.5217.5614.22
,61,9216
3.313.82
3.663.372.922.48
1) DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS. 6) MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED; MAXIMUM VALUE IS 14 METERS.9 FLOH AREA OF MAIN CHANNEL; EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
51
TABLE 9.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0137, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION! 2)
DATE
5-135-145-U5-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
15231700145015001503_
143715501534
14041338155714111551
17301700172017551521
16181655 14441624
15101608160215180940
09380932155516120929
14451016150417051701
1713125117361145
DISCHARGE! 1)>
<M J/S)
3.742.613.228.31_
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
.
-
HATERLEVEH3)
(M)
5.6905.6365.5505.6205.918_
5.9545.7765.710
5.6005.6005.6065.6445.700
6.1746.4376.6706.8116.698
6.5976.393 6.1186.433
6.3236.6436.4936.4006.218
6.1685.8146.1786.0545.894
5.7005.6165.5005.4465.466
5.4665.4405.4165.380
ACTIVEBED(4)
(M)
5.1375.1655.1545.1775.158_
5.1785.1955.165
5.1565.1635.1595.1545.155
5.1585.1635.1635.1665.151
5.2025.194 5.1805.177
5.1615.1755.1905.1725.201
5.1955.1635.1505.1775.186
5.1745.1825.1815.1915.200
5.1935.1915.2125.201
MEAN DEPTH
CHANNELNIDE(5)
(M)
0.554.475.398.449.719_ .779.556.524
.447
.409
.454
.488
.542
.9691.0091.2041.3421.244
1.133.938 .902.984
.8871.1871.031
.957
.989
.935
.650
.962
.844
.696
.522
.446
.340
.272
.284
.296
.271
.229
.202
ACTIVEBED(6)
(M)
0.553.471.396.443.760_ .776.581.545
.444
.437
.447
.490
.545
1.0161.2741.5071.6451.547
1.3951.199
.9381.256
1.1621.4681.3031.2281.017
.973
.6511.028
.877
.708
.526
.434
.319
.255
.266
.273
.249
.204
.179
HIDTH
HATERSURFACED)
(M)
18.117.817.817.718.8_
17.818.417.7
17.517.818.017.918.3
19.324.024.925.025.0
24.024.0 18.924.2
24.024.424.324.119.2
19.518.219.719.318.7
18.818.017.617.717.7
17.617.617.617.3
ACTIVEBED(8)
(M)
14.014.014.014.014.0_
14.014.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.0 -14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.014.014.0
FLOH AREA
(9)(M 2)
10.028.467.087.94
13.52_
13.8610.239.27
7.827.288.168.749.93
18.7124.2129.9933.5631.10
27.1922.52 17.0523.82
21.2828.9625.0623.0618.98
18.2411.8318.9416.3013.02
9.828.035.984.825.02
5.204.774.033.50
TOTAL (10)<M 2 )
10.028.467.087.94
13.52_
13.8610.239.27
7.827.288.168.749.93
18.7124.2129.9933.5631.10
27.1922.52 17.0523.82
21.2828.9625.0623.0618.98
18.2411.8318.9416.3013.02
9.828.035.984.825.02
5.204.774.033.50
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 14 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
52
TABLE 10.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0178, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION (2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME DISCHARGE! 1) HATER 3 LEVELI3)
(MVS) (M)
15101700143514511459__. 142015441530
13561335154214011538
17091635170017351534
16461656 15051635
14551549154114480910
09540939154316000935
13391022145816581655
1709124817341131
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5 -
12.418.7
17.025.621.418.913.7
12.9
-
_
5.7505.6905.6105.6765.984 6.0105.8305.770
5.6605.6605.6705.7105.770
6.2306.4906.7056.8406.740
6.6306.445 6.1706.475
6.3806.6756.5406.4506.256
6.2265.8706.2306.1105.950
5.7605.6705.5465.4765.500
5.5065.4805.4505.400
ACTIVE BEDI4)
(H)
5.2715.2735.2575.2655.267
5.2935.2755.267
5.2665.2625.2645.2615.291
5.2945.3285.3125.2795.303
5.2825.294 5.2625.270
5.2955.3075.2915.3165.284
5.3065.2975.2865.2905.297
5.2935.2755.2685.2485.247
5.2625.2745.2565.217
MEAN DEPTH
CHANNEL HIDEI5)
(M)
0.450.394.343.388.627 .639.520.469
.367
.367
.380
.419
.450
.793
.9471.1421.2641.162
1.118.955
.770
.958
.9271.1171.029.923.836
.780
.522
.807
.712
.598
.431
.367
.266
.218
.238
.238
.207
.183
.174
ACTIVE BED(6)
(M)
0.479.417.353.411.717 -.717.555.503
.394
.398
.406
.449
.479
.9361.1621.3931.5611.437
1.3481.151 .908
1.205
1.0851.3681.2491.134.972
.920
.573
.944
.820
.653
.467
.395
.278
.228
.253
.244
.206
.194
.183
HIDTH
HATER SURFACE! 7)
(M)
17.717.516.817.619.0 18.917.817.9
17.617.917.617.817.9
20.722.423.024.023.5
22.522.0 20.322.2
20.823.022.222.120.6
20.618.320.620.419.0
18.317.716.915.715.9
16.416.215.913.4
ACTIVE BEDI8)
(M)
15.015.015.015.015.0 15.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.0 15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.014.014.0
15.015.014.012.0
FLOH AREA
(9) (M2 )
7.976.905.776.8311.90
12.079.268.39
6.466.576.697.468.05
16.4221.2226.2630.3327.32
25.1621.02 15.6321.26
19.2825.7022.8420.4017.22
16.079.5516.6314.5311.37
7.886.504.493.423.78
3.903.362.912.32
TOTAL ( 10 ) <M 2 )
7.976.905.776.8311.90
12.079.268.39
6.466.576.697.468.05
16.4221.2226.2630.3327.32
25.1621.02 15.6321.26
19.2825.7022.8420.4017.22
16.079.5516.6314.5311.37
7.886.504.493.423.78
3.903.362.912.32
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.9) FLOH AREA OF MAIN CHANNEL; EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
53
TABLE 11.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0220, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION) 2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
15181646132514451450
140415401525
13511326153913491526
17101635170417491510
16311641
15241611
15101531152515110921
10100945153715540942
14351030145416511650
1705124217261116
DISCHARGE) 1)
(M 3/S)
3.742.613.228.31_
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
-
_
HATERLEVEU3)
(M)
5.7725.7165.6365.7006.000
6.0265.8465.786
5.6865.6765.6865.7265.796
6.2506.4996.7126.8526.759
6.6486.454 6.1806.488
6.3786.6726.5546.4586.274
6.2465.8906.2406.1205.970
5.7765.6865.5665.5005.520
5.5305.5005.4705.420
ACTIVEBEDI4)
(M)
5.3315.3355.3195.3135.343
5.3545.3445.342
5.3375.3285.3215.3255.337
5.3655.3765.3925.3795.380
5.3625.337- 5.3235.368
5.3405.3505.3445.3665.369
5.3195.3405.3265.3455.332
5.3355.3245.3055.3115.308
5.3235.3095.3205.301
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.432.372.307.375.632 .644.483.431
.338
.341
.356
.395
.444
.835
.9801.1151.2431.153
1.1061.024
.8031.000
.9431.0901.076
.986
.852
.870
.533
.850
.726
.613
.429
.351
.255
.184
.205
.202
.186
.146
.116
ACTIVEBED(6)
(M)
0.441.381.317.387.657 - .672.502.444
.349
.348
.365
.401
.459
.8851.1231.3201.4731.379
1.2861.117
.8571.120
1.0381.3221.2101.092
.905
.927
.550
.914
.775
.638
.441
.362
.261
.189
.212
.207
.191
.150
.119
HIDTH
HATERSURFACED)
(M)
17.717.517.417.518.5 -
18.417.918.0
17.617.417.617.617.7
19.220.822.323.022.8
21.920.2
18.820.3
19.922.120.620.319.2
18.918.019.219.118.3
17.617.617.217.217.4
17.217.317.317.1
ACTIVE8ED(8)
(M)
16.016.016.016.016.0 -
16.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.0 16.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.0
FLOH AREA
(9)(M 2 )
7.646.515.346.56
11.69
11.858.657.75
5.955.936.266.957.86
16.0420.3924.8528.6026.29
24.2120.68
15.0920.30
18.7724.0822.1720.0216.35
16.459.60
16.3213.8711.23
7.556.174.393.163.57
3.473.222.531.98
TOTAL (10)(M2 )
7.646.515.346.56
11.69
11.85B.657.75
5.955.936.266.957.86
16.0420.3924.8528.6026.29
24.2120.68
15.0920.30
18.7724.0822.1720.0216.35
16.459.60
16.3213.8711.23
7.556.174.393.163.57
3.473.222.531.98
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 16 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
54
TABLE 12.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0257, EAST FORK RIVER, HYOMING, 1980
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-23*6-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
MEAN ELEVATION(2)
TIME DISCHARGE! 1) HATER ACTIVE 3 LEVEL(3) BED(4)
(MVS) (M) (M)
15001745142014401444 134715341515
13421325152213171517
16491604164317141525
16101624121815361651
14551507155415090940
10220952152815470948
14291035145016461645
1701123817231102
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
_
5.7935.7345.6545.7246.033
6.0535.8645.814
5.7045.7005.7145.7545.824
6.2806.5346.7426.8826.782
6.6826.4906.1526.2026.507
6.4146.7026.5826.4946.310
6.2675.9146.2646.1495.980
5.7945.7145.5845.5305.550
5.5505.5245.4905.440
5.0825.0955.0795.1345.121
5.1075.0875.080
5.0915.0825.1265.1425.125
5.1245.1375.0885.1035.092
5.0925.1095.0785.0855.080
5.0935.1255.1145.1025.105
5.0705.0735.1335.0955.068
5.0975.1025.1355.2005.237
5.2325.2435.2265.218
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.593.554.517.510.798 .866.670.637
.529
.534
.513
.537
.618
1.0651.2301.3071.4831.352
1.2681.2571.0011.0421.268
1.2011.2721.2931.2501.095
1.115.764
1.013.947.829
.625
.541
.402
.304
.286
.290
.258
.244
.206
ACTIVE BED(6)
(M)
0.711.639.575.590.912 . ..946.777.734
.613
.618
.588
.612
.699
1.1561.3971.6541.7791.690
1.5901.3811.0741.1171.427
1.3211.5771.4681.3921.205
1.197.841
1.1311.054.912
.697
.612
.449
.330
.313
.318
.281
.264
.222
HIDTH
HATER SURFACED)
(M)
13.512.611.912.613.1 12.713.212.9
13.012.912.712.812.8
13.114.016.016.016.0
16.013.512.813.014.0
13.616.014.514.013.0
12.712.913.112.913.0
12.612.912.311.812.3
12.312.111.811.9
ACTIVE BED(8)
(M)
10.010.010.010.010.0
10.010.010.0
10.010.010.010.010.0
10.010.010.010.010.0
10.010.010.010.010.0
10.010.010.010.010.0
10.010.010.010.010.0
10.010.010.010.010.0
10.010.010.010.0
FLOH AREA
(9) (M2 )
8.016.986.156.4310.45
10.998.848.21
6.886.896.516.877.91
13.9517.2220.9223.7221.63
20.2816.9612.8113.5517.75
16.3320.3618.7517.5114.23
14.169.8613.2812.2110.78
7.886.984.943.593.51
3.573.122.882.45
TOTAL (10) (M 2)
8.016.986.156.4310.68
11.138.848.21
6.886.896.516.877.91
14.9320.4426.9931.4727.68
25.1719.3013.1314.2020.37
17.8825.7122.3817.5115.23
15.189.8614.2512.7310.78
7.886.984.943.593.51
3.573.122.882.45
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 10 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS. * HYDRAULIC-GEOMETRY VALUES SHOHN ARE ESTIMATED.
55
TABLE 13.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0301, EAST FORK RIVER, HYOKING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
15001635140714301437 133015281512
13431345151513111503
16551615164017001459
15431600120015551635
14351535153414440955
09021000151915370954
14241042144416381641
1656123117171021
DISCHARGE! 1)«
(M J/S)
3.742.613.228.31___
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
_
HATERLEVEH3)
(M)
5.8105.7505.6705.7556.080_ 6.0905.8805.820
5.7205.7255.7455.7955.860
6.3416.5966.8106.9416.835
6.7476.5526.2066.2466.582
6.4826.7656.6466.5566.371
6.3025.9416.3316.1966.026
5.8205.7305.6155.5605.580
5.5805.5405.5105.460
ACTIVEBED(4)
(M)
5.0605.1155.1615.1825.089_
5.0315.0255.060
5.1155.1935.2135.1935.162
5.0515.0595.0044.9794.975
5.0175.0105.0105.0315.025
5.0735.0255.0645.0545.051
5.1245.1705.0555.1145.128
5.1195.2095.2945.2925.289
5.2575.2685.2775.245
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.700.608.489.555.896_ .976.818.727
.581
.508
.519
.578
.661
1.1351.3871.4621.5671.513
1.4141.2991.0731.0451.326
1.2551.1001.3501.2871.148
1.019.731
1.111.943.838
.674
.522
.329
.283
.297
.327
.270
.233
.228
ACTIVEBED(6)
(M)
0.750.635.509.573.991_ 1.059.855.760
.605
.532
.532
.602
.698
1.2901.5371.8061.9621.860
1.7301.5421.1961.2151.557
1.4091.7401.5821.5021.320
1.178.771
1.2761.082.898
.701
.521
.321
.268
.291
.323
.272
.233
.215
HIDTH
HATERSURFACE(7)
(M)
12.712.512.212.213.3_ 13.012.512.4
12.412.512.612.712.6
14.014.015.916.015.9
15.414.913.614.114.8
14.221.115.014.814.3
14.312.714.214.212.9
12.312.012.212.212.1
12.112.112.111.8
FLOH AREA
ACTIVEBED(8)
(M)
11.011.011.011.011.0_
11.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.0
(9)(M 2 )
8.887.605.976.7711.91_
12.6910.229.02
7.216.356.547.348.32
15.8919.4223.2525.0824.06
21.7719.3614.5914.7419.62
17.8223.2120.2419.0416.41
14.579.2915.7813.3910.81
8.296.264.013.453.59
3.963.272.B22.69
TOTAL (10)(M2 )
8.887.605.976.7712.07_
12.9910.229.02
7.216.356.547.348.32
17.0921.5827.9031.5229.11
25.1421.1915.1215.4721.90
19.4926.9122.7620.9617.74
15.509.2916.9114.0710.81
8.296.264.013.453.59
3.963.272.822.69
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED; MAXIMUM VALUE IS 11 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
56
TABLE 14.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0348, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIHE DISCHARGE! 1) HATER 3 LEVELI3)
(MJ/S) (M)
14461625135414241430_ -122715151510
13361310150512521453
16401612161916441440
15551636114516151614
14371518151514201017
09201006150915281002
14171047143716321634
1651122317111005
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
-
5.8465.7905.7205.7906.120
6.1205.9045.854
5.7705.7705.7905.8305.900
6.3846.6286.8386.9646.871
6.7866.5726.2286>2766.622
6.5226.8226.6926.5926.412
6.3485.9786.3726.2386.054
5.8505.7805.6665.5965.610
5.6065.5665.5465.498
ACTIVE BED(4)
(M)
5.3605.3895.3785.3535.328
5.2575.3755.447
5.4385.4415.4055.4095.366
5.2765.2565.1985.1995.226
5.2975.3265.3645.4775.451
5.4435.3625.3585.3755.442
5.4305.4355.4275.3995.350
5.3985.3915.3895.3715.359
5.3605.3615.3375.311
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.457.382.325.412.739 .804.488.376
.314
.311
.362
.392
.495
1.0241.2561.4951.5851.487
1.3741.163.826.749
1.097
1.0121.3581.2461.136.915
.858
.516
.887
.788
.663
.427
.367
.263
.213
.236
.231
.192
.187
.179
ACTIVE BED(6)
(M)
0.486.401.342.437.792 .863.529.407
.332
.329
.385
.421
.534
1.1081.3721.6401.7651.645
1.4891.246.864.799
1.171
1.0791.4601.3341.217.970
.918
.543
.945
.839
.704
.452
.389
.277
.225
.251
.246
.205
.209
.187
HIDTH
HATER SURFACE! 7)
(M)
17.717.217.117.318.0 18.118.118.0
17.517.517.617.918.0
18.719.119.420.019.7
19.018.817.918.818.9
18.818.918.818.718.7
18.918.218.918.718.5
18.218.217.817.617.7
17.717.616.413.6
ACTIVE BED(8)
(M)
16.016.016.016.016.0 16.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.014.012.0
FLOH AREA
(9) (M2 )
8.086.565.557.1313.31
14.568.836.77
5.495.446.387.028.91
19.1423.9929.0131.7029.29
26.1121.8714.7914.0820.73
19.0225.6723.4221.2417.12
16.229.3916.7614.7312.26
7.766.684.683.754.17
4.093.383.072.43
TOTAL(IO) (M 2 )
8.086.565.557.1313.31 -
14.568.836.77
5.495.446.387.028.91
19.1423.9929.0131.7029.29
26.1121.8714.7914.0820.73
19.0225.6723.4221.2417.12
16.229.3916.7614.7312.26
7.766.684.683.754.17
4.093.383.072.43
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 16 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
57
TABLE 15.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0421, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION! 2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
14301605134014151421 - 115915041458
13321310145812481437
16231550163017071453
15311615111916321551
14161450150213591033
09321020150015161009
14071053142916251628
1645121717070945
DISCHARGE! 1)
(M 3/S)
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
_ _
_
HATERLEVELO)
(M)
5.9155.8615.7815.8356.140 -
6.2106.0305.980
5.8855.8655.8655.8955.950
6.4306.6756.8957.0096.935
6.8496.6556.3346.3706.705
6.5956.8856.7556.6606.495
6.4156.0506.4256.2806.115
5.9255.8405.7255.6605.660
5.6555.6305.6055.560
ACTIVEBED(4)
(M)
5.5915.5575.4455.4575.554_-
5.7505.7225.698
5.6705.6305.6205.6145.621
5.6695.6885.7585.8015.809
5.7825.8235.7815.7555.744
5.7705.7725.8055.7555.744
5.6825.6635.6535.6515.643
5.6125.5425.4305.4035.398
5.3985.4085.3555.350
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.322.308.315.344.566__.442.316.283
.223
.217
.223
.279
.321
.745
.9351.0641.1401.066
1.013.789.531.594.905
.7821.068.901.859.716
.717
.378
.741
.621
.466
.311
.286
.272
.247
.244
.245
.233
.217
.194
ACTIVEBED(6)
(M)
0.324.304.336.378.586_ .460.308.282
.215
.235
.245
.281
.329
.761,987
1.1371.2081.126
1.067.832.553.615.961
.8251.113.950.905.751
.733
.387
.772
.629
.472
.313
.298
.295
.257
.262
.257
.222
.250
.210
HIDTH
HATERSURF ACE (7)
(M)
25.421.418.220.125.7___
25.524.323.6
23.424.724.724.825.3
25.927.127.827.727.5
27.827.326.026.027.5
27.427.727.627.427.0
26.125.626.725.925.8
25.523.816.414.114.7
14.514.313.712.7
ACTIVEBED(8)
(M)
23.020.016.017.023.0_.
23.023.022.0
23.021.021.023.023.0
23.023.023.023.023.0
23.023.023.023.023.0
23.023.023.023.023.0
23.023.023.023.023.0
23.021.014.013.013.0
13.014.011.011.0
FLOH AREA
(9)(M2 )
8.176.605.746.9114.54 -
11.267.686.68
5.215.355.516.918.13
19.2925.3429.5731.5829.32
28.1521.5513.8015.4424.88
21.4329.5724.8823.5519.33
18.719.6719.7916.0812.01
7.946.804.463.493.59
3.563.332.972.46
TOTAL (10)«(M*)
8.176.605.746.9114.54
11.267.686.68
5.215.355.516.918.13
19.2925.3429.5731.5829.32
28.1521.5513.8015.4424.88
21.4329.5724.8823.5519.33
18.719.6719.7916.0812.01
7.946.804.463.493.59
3.563.332.972.46
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.
7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 23 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
58
TABLE 16.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0460, EAST FORK RIVER, NYOMING, 1980
MEAN ELEVATION12)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
14301600133514091415 114814581500
13221300145312251427
16201555160916471432
15161557__16201538
13581430143314271000
09491031145415071016
14031101142216211620
1639120816580933
DISCHARGE* 1)
(M3/S)
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_
HATERLEVEL(3)
(M)
5.9555.B955.8255.8756.165 .6.2606.0756.025
5.9405.9205.9205.9405.995
6.4406.7016.9247.0496.989
6.8846.706 6.4056.726
6.6266.8996.7916.6916.515
6.4456.0906.4516.3156.145
5.9705.8905.7805.7205.720
5.7205.7055.6855.635
ACTIVEBED(4)
(M)
5.4745.4975.4875.5005.472
5.5195.5215.515
5.5215.5265.5225.5165.519
5.4645.5045.5265.5455.524
5.5075.499 5.4815.458
5.4865.4485.4875.4555.455
5.4475.4555.4415.4625.466
5.4785.4735.4645.4335.412
5.4195.4155.4135.392
MEAN DEPTH
CHANNELHIDEI5)
(M)
0.461.383.312.369.627 .659.513.485
.402
.386
.381
.406
.448
.8651.0441.1161.2051.166
1.0801.035 .805
1.095
1.0031.1541.1181.064.922
.875
.588
.894
.779
.630
.468
.409
.309
.285
.268
.263
.266
.250
.214
ACTIVEBED(6)
(M)
0.481.398.338.375.693___.741.554.510
.419
.394
.398
.424
.476
.9761.1971.3981.5041.465
1.3771.207 .924
1.268
1.1401.4511.3041.2361.060
.998
.6351.010.853.679
.492
.417
.316
.287
.308
.301
.290
.272
.243
HIDTH
HATERSURFACE (7)
(M)
17.917.717.017.319.1 19.418.418.0
17.717.717.717.718.1
20.121.024.224.524.2
24.121.4 20.121.3
20.724.121.421.120.4
20.318.420.219.318.6
17.817.416.214.615.7
15.614.714.614.1
FLOH AREA
ACTIVEBED(8)
(M)
16.016.015.016.016.0 16.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.0 16.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.015.014.013.0
13.013.013.012.0
(9)(M 2 )
8.256.785.316.3811.98
12.799.448.73
7.116.826.757.188.10
17.3821.9327.0129.5328.21
26.0422.16 16.1823.33
20.7727.8123.9222.4518.82
17.7610.8118.0615.0311.73
8.337.115.014.174.20
4.103.913.643.01
TOTAL (10)_(M*>
8.256.785.316.3811.98
12.799.448.73
7.116.826.757.188.10
17.3821.9327.0129.5328.21
26.0422.16 16.1823.33
20.7727.8123.9222.4518.82
17.7610.8118.0615.0311.73
8.337.115.014.174.20
4.103.913.643.01
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED; MAXIMUM VALUE IS 16 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
59
TABLE 17.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0516, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION (2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
14211545132514001414 113614451453
13191257143712201417
16031530155617201450
15001537
16071603
14101411145414101025
10021038144814591023
13571110141816121617
1637120416540855
DISCHARGE(l)«
(MVS)
3.742.613.228.31 .
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
.
HATERLEVEL(3)
(K)
5.9805.9345.8505.9066.200__ 6.2936.0936.043
5.9545.9445.9405.9636.014
6.4706.7306.9607.0487.010
6.9246.740
6.4336.750
6.6536.9266.8206.7106.540
6.4806.1136.4706.3506.173
5.9945.9105.8005.7305.736
5.7305.7105.7005.647
ACTIVEBED(4)
(M)
5.3405.3675.3695.3695.340_
5.3535.3785.367
5.3785.3765.3775.3755.367
5.3735.3275.2835.3345.374
5.4105.373
5.3375.323
5.3255.2865.3035.2825.297
5.2725.2975.3105.3345.287
5.3455.3615.3765.3595.358
5.3635.3595.3715.343
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.595.530.452.508.789_ .877.656.620
.533
.524
.519
.538
.593
1.0051.2801.4081.4511.361
1.2981.255
.9941.308
1.2151.3841.3091.3071.139
1.098.754
1.050.915.808
.602
.513
.406
.354
.362
.351
.337
.317
.296
ACTIVEBED(6)
(M!
0.640.567.481.537.860_ .940.715.676
.576
.568
.563
.588
.647
1.0971.4031.6771.7141.636
1.5141.367
1.0961.427
1.3281.6401.5171.4281.243
1.208.816
1.1601.016.886
.649
.549
.424
.371
.378
.367
.351
.329
.304
NIDTH
HATERSURFACE(7)
(M)
17.417.016.816.717.8__ 17.717.817.7
17.417.517.417.617.5
18.618.820.921.021.0
20.618.7
18.518.8
18.620.720.118.718.5
18.617.618.718.418.0
17.517.316.716.616.7
16.716.616.616.3
ACTIVEBED(8)
(M)
15.015.015.015.015.0__ 15.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.0
15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.0
FLOH AREA
(9)(M2 )
10.369.017.608.49
14.04_
15.5211.6810.97
9.279.169.029.4810.38
18.7024.0629.4230.4728.58
26.7423.46
18.3824.59
22.6028.6526.3224.4421.08
20.4313.2719.6416.8414.54
10.538.886.795.876.04
5.865.605.254.83
TOTAL (10)3(M')
10.369.017.608.4914.04_
15.5211.6810.97
9.279.169.029.4810.38
18.7024.0629.4230.4728.58
26.7423.46
18.3824.59
22.6028.6526.3224.4421.08
20.4313.2719.6416.8414.54
10.538.886.795.876.04
5.865.605.254.83
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.8) DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
60
TABLE IB.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0556, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE)1)
(M 3/S)
MEAN ELEVATION(2)
HATER LEVELO)
(M)
ACTIVEBEDU)
(M)
MEAN DEPTH
CHANNEL HIDE(5)
(M)
WIDTH
HATERSURFACE!?)
(M)
ACTIVE BED(8)
(M)
FLOW AREA
(9) (M2 )
TOTAL(10)(M2 )
5-13 5-14 5-16 5-19 5-21
5-22 5-24 5-26 5-27 5-28
5-306-01 6-03 6-05 6-07
6-09 6-10 6-11 6-12 6-13
6-14 6-15 6-16 6-17 6-18
6-19 6-20 6-21 6-23 6-25
6-276-297-01 7-03 7-05
7-07 7-09 7-12 7-16 7-20
7-23 7-26 7-29 9-16
14101600132013521404
114514441439
13201258143212071406
16051530153616551450
14451550
15541553
04001452143813541048
10201053143814501039
13481115141014051608
1630115316440840
3.742.613.228.31
9.285.674.74
3.283.22.28.81
4.51
13.519.323.530.628.3
23.5
12, 18,
17.025.621.418.913.7
12.9
5.9905.9305.8605.9106.225
6.3106.1056.055
960950950970025
6.5096.7747.004.104
7.070
6.959 6lZ70
6.4556.785
685974849739
6.569
509125495369185
995910800750
5.734
5.7265.7105.7005.640
5.2455.2535.2735.3125.339
5.2425.2325.239
193183,187170,172
,256,292,306,301
5.268
5.1765.155
077063
129149211194
5.196
175189209390
5.285
279295066064
5.051
5.0635.0665.0874.989
0.619.573.495.484.745
.896
.723
.681
.638
.638
.637
.671
.712
.079
.261,293.378
1.374
1.4121.329
1.2171.489
1.3191.4301.3311.2961.154
1.152.805
1.130.873.782
.621
.594
.661
.635
.635
.622
.612
.606
.582
0.745.677.587.598.886
.068
.873
.816
.767
.767
.763
.800
.853
253482698803
1.802
1.7831.615
,378,722
,556,825,638.545.373
L.334 .936L.286 .979 .900
.716
.615
.734
.686
.683
.663
.644
.613
.651
16.416.015.715.916.3
16.716.416.2
16, 16, 16, 16. 16,
17.017.720.020.420.0
19.317.8
16.817.7
17.519.518.618.017.4
17.116.617.016.816.5
16.115.81111,11,
11, 10. 10.
13.013.013.013.013.0
13.013.013.0
13.013.013.013.013.0
13.013.013.013.013.0
13.013.0
13.013.0
13.013.013.013.013.0
13.013.013.13.
10.2
13.0
13.013.09.09.09.0
9.0 9.0 9.0 8.0
10.159.167.787.7012.14
14.9611.8611.04
10.2610.2110.2610.8111.68
18.3522.3225.8528.1227.49
27.2523.66
20.4526.35
23.0927.8924.7623.3320.08
19.7113.3619.2114.6612.90
10.019.397.747.117.05
6.906.676.365.94
10.159.167.787.7012.14
14.9611.8611.04
10.2610.2110.2610.8111.68
18.3522.3225.8528.1227.49
27.2523.66
20?45 26.35
23.0927.8924.7623.3320.08
19.7113.3619.2114.6612.90
10.019.397.747.11
05
6.906.676.365.94
1) DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE WIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
WATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL WIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED; MAXIMUM VALUE IS 13 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW
OVERBANK FLOHS.
61
TABLE 19.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0602, EAST FORK RIVER, NYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME
14121334131013451355_ 111514301433
13121246142212021351
15391510155816051415
14231525
15401524
13351420142113351100
10361054143214421042
13411129140516021606
1628115116350825
DISCHARGE(l)
(MVS)
3.742.613.228.31_
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_
HATERLEVEL(3)
(M)
6.0005.9475.8705.9206.250_
6.3146.1106.060
5.9605.9505.9505.9736.034
6.5286.7947.0407.1337.063
6.9666.774 6.4606.784
6.6946.9666.8576.7306.580
6.5246.1306.5146.3946.204
6.0105.9205.8105.7505.760
5.7605.7265.7165.666
ACTIVEBEDU)
(M)
5.4865.51B5.5035.4955.493_
5.2705.3475.367
5.3735.3955.4185.4375.515
5.5305.4235.3835.3015.268
5.2535.208
5.2475.211
5.2145.2065.2225.2735.362
5.4325.4635.5005.4655.483
5.5215.5235.5335.5425.543
5.5285.5175.5255.515
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.472.396.349.399.657_ .903.663.607
.542
.509
.477
.487
.465
.8621.1611.3201.4831.437
1.3401.291
1.0531.285
1.2321.3661.2461.2161.025
.926
.590
.878
.812
.635
.460
.380
.269
.204
.213
.227
.207
.189
.151
ACTIVEBED(6)
(M)
0.514.429.367.425.757_ 1.044.763.693
.587
.555
.532
.536
.519
.9981.3711.6571.8321.795
1.7131.566 1.2131.573
1.4801.7601.6351.4571.218
1.092.667
1.014.929.721
.489
.397
.277
.208
.217
.232
.209
.191
.151
HIDTH
HATERSURFACE (7)
(M)
19.218.618.018.220.8_.
20.520.019.7
18.218.618.818.819.4
21.922.825.025.025.0
25.022.8
20.923.2
22.225.025.022.321.9
21.719.621.421.020.3
18.318.017.617.517.6
17.617.617.517.5
ACTIVEBEDI8)
(M)
16.016.016.016.016.0_ 16.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.0 16.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.016.016.016.0
FLOW AREA
(9)(M 2 )
9.057.376.287.2613.67_
18.5113.2711.95
9.879.468.969.169.03
18.8926. 4B33.0137.0935.94
33.5029.45 22.0129.82
27.3534.1631.1427.1122.46
20.0911.5718.8017.0612.89
8.426.844.743.573.75
3.993.643.312.65
TOTAL (10)(M 2 )
9.057.376.287.2613.67_
18.5113.2711.95
9.879.468.969.169.03
18.8926.4833.0137.0935.94
33.5029.45
22.0129.82
27.3534.1631.1427.1122.46
20.0911.5718.8017.0612.89
8.426.844.743.573.75
3.993.643.312.65
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOWS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 16 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND HATER SURFACE WIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVER8ANK FLOHS.
62
TABLE 20.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0653, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-16
TIME DISCHARGE(l) HATER 3 LEVEL(3)
(M /S) (M)
14001535130513391355 110514261422
13031241140811501337
15401528153515451410
14081505 15181532
13171407140013171120
10591102142514351053
13351132135815561556
1621114416240803
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
6.0205.9675.8805.9406.267
6.3326.1266.077
5.9775.9675.9706.0006.070
6.5626.8287.0567.1717.086
6.9856.792 6.4766.815
6.7126.9926.8836.7656.612
6.5526.1386.5436.4166.226
6.0275.9405.8205.7605.770
5.7705.7405.7305.680
ACTIVEBED(4)
(M)
5.3715.4075.4045.4175.387
5.3755.4005.387
5.4085.4475.4685.4655.498
5.4245.4115.3325.3465.317
5.3445.347 5.3785.371
5.3655.3415.3575.3455.383
5.3925.3965.4045.3955.399
5.3825.3995.3985.3955.398
5.3915.3895.4015.407
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.583.508.436.488.798 .858.653.620
.513
.475
.454
.489
.515
1.0321.3161.2351.3291.271
1.2141.287 .986
1.320
1.2221.2951.3521.2811.113
1.046.666
1.050.928.734
.590
.496
.394
.343
.348
.357
.337
.319
.274
ACTIVE BED(6)
(M)
0.649.560.476.523.880 .957.726.690
.569
.520
.502
.535
.572
1.1381.4171.7241.8251.769
1.6411.445 1.0981.444
1.3471.6511.5261.4201.229
1.160.742
1.1391.021.827
.645
.541
.422
.365
.372
.379
.351
.329
.273
WIDTH
HATER SURFACED)
(M)
14.013.813.513.314.2 14.614.014.0
13.913.713.913.714.1
14.815.120.020.020.0
19.015.4
14.915.2
14.918.015.715.014.9
15.114.414.614.614.6
13.813.513.112.913.0
12.912.612.412.2
ACTIVE BED(8)
(M)
12.012.012.012.012.0 12.012.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.0 12.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.0
FLOH AREA
<9) <M 2 )
8.167.015.886.4911.34
12.539.158.68
7.136.516.316.697.27
15.2719.8824.7026.5925.42
23.0619.82 14.6920.07
18.2123.3121.2319.2116.59
15.799.5915.3413.5610.72
8.146.705.164.434.53
4.614.243.963.34
TOTAL (10)(M 2)
8.167.015.886.4911.34
12.539.158.68
7.136.516.316.697.27
16.0122.1228.6331.6929.81
26.4421.80 15.2622.24
19.7126.8023.7121.0217.43
16.389.5916.0713.8410.72
8.146.705.164.434.53
4.614.243.963.34
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVER8ANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED; MAXIMUM VALUE IS 12 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
63
TABLE 21.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0708, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION(2) MEAN DEPTH HIDTH
DATE TIME DISCHARGE(l) HATER ACTIVE CHANNEL ACTIVE HATER ACTIVE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
it3456
7)89) 10)
3 LEVEU3) BED(4) HIDE(5) BED(6) SURF ACE (7) BED(8)(M'/S) (M) (M) (M) (M) (M) (M)
1354 6.070 5.524 0.530 0.546 17.6 16.01515 3.74 6.020 5.547 .458 .473 17.7 16.01255 2.61 5.946 5.541 .389 .405 17.8 16.01330 3.22 6.000 5.539 .443 .461 17.7 16.01346 8.31 6.316 5.592 .698 .724 18.1 16.0_ _ _ _ _ _ _ _ - 1055 9.28 6.370 5.537 .802 .833 18.0 16.01409 5.67 6.160 5.515 .618 .645 18.0 16.01410 4.74 6.110 5.521 .566 .589 17.9 16.0
1300 3.28 6.020 5.583 .422 .437 17.8 16.01236 3.22 6.014 5.636 .368 .378 17.8 16.01355 3.28 6.030 5.665 .360 .365 17.9 16.01141 3.81 6.066 5.671 .391 .395 17.9 16.01321 4.51 6.130 5.645 .476 .485 17.8 16.0
1520 13.5 6.632 5.596 .984 1.036 19.1 16.01456 19.3 6.886 5.578 1.175 1.308 20.3 16.01539 23.5 7.106 5.535 1.279 1.571 22.7 16.01515 30.6 7.216 5.528 1.373 1.688 23.2 16.01342 28.3 7.142 5.534 1.319 1.608 23.0 16.0
1346 23.5 7.036 5.560 1.215 1.476 22.4 16.01515 6.840 5.538 1.174 1.302 20.1 16.01059 10.3 6.486 5.512 .920 .974 18.4 16.01501 12.4 6.526 5.545 .926 .981 18.4 16.01512 18.7 6.859 5.564 1.163 1.295 20.2 16.0
1300 17.0 6.766 5.555 1.134 1.211 19.4 16.01335 25.6 7.042 5.563 1.214 1.479 22.4 16.01341 21.4 6.936 5.541 1.229 1.395 20.6 16.01338 18.9 6.822 5.538 1.182 1.284 19.7 16.01104 13.7 6.656 5.544 1.027 1.112 19.2 16.0
1121 12.9 6.606 5.554 .985 1.052 19.2 16.01108 6.190 5.539 .634 .651 17.9 16.01419 6.582 5.593 .937 .989 19.1 16.01429 6.466 5.542 .876 .924 18.8 16.01101 6.266 5.504 .733 .762 18.1 16.0
1329 6.070 5.516 .536 .554 17.8 16.01138 5.990 5.504 .477 .486 17.2 16.01353 5.860 5.511 .338 .349 17.3 16.01547 5.790 5.503 .275 .287 17.3 16.01337 5.800 5.504 .283 .296 17.5 16.0
1615 5.804 5.507 .283 .297 17.4 16.01138 5.774 5.514 .249 .260 17.3 16.01619 5.760 5.509 .241 .251 17.4 16.01755 5.710 5.500 .202 .210 17.1 16.0
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.
FLOH AREA
(9) TOTAL(IO)_
(M )
9.338.106.927.8412.64_.
14.4311.1310.13
7.526.556.446.998.47
18.7923.8529.0331.8630.34
27.2123.6016.9317.0423.50
22.0027.1925.3323.2919.72
18.9211.3517.9016.4613.28
9.548.205.844.764.95
4.924.314.193.46
(M 2 )
9.338.106.927.8412.64_
14.4311.1310.13
7.526.556.446.998.47
18.7923.8529.0331.8630.34
27.2123.6016.9317.0423.50
22.0027.1925.3323.2919.72
18.9211.3517.9016.4613.28
9.548.205.844.764.95
4.924.314.193.46
MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 16 METERS.FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOHOVERBANK FLOHS.
64
TABLE 22.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0757, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE!1)
(M 3/S)
MEAN ELEVATION(2)
HATER LEVELO)
(M)
ACTIVE BED(4)
(M)
MEAN DEPTH
CHANNEL HIDE(5)
(M)
ACTIVE BED(6)
(M)
HIDTH
HATER SURFACE!7)
(M)
ACTIVE6ED(8)
(M)
FLOH AREA__
(9) TOTAL(IO)(M2 ) (M 1*)
5-135-14 5-16 5-19 5-21
5-22 5-24 5-26 5-27 5-28
5-306-01 6-03 6-05 6-07
6-09 6-10 6-11 6-12 6-13
6-14 6-15 6-16 6-17 6-18
6-19 6-20 6-21 6-23 6-25
6-276-297-01 7-03 7-05
7-07 7-09 7-12 7-16 7-20
7-23 7-26 7-29 9-15
13481515125013231332
103914091402
12481230135011311237
15201505150715101320
13111453103514451451
12451313132213201121
11351115141214221109
12151148134715231533
1610113315581730
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10. 12. 18.
17.025.621.41813.7
12.9
085035960025
6.355
.405,190,145
,075,065
6.0756.1006.175
6.6556.9177.130.253
7.160
7.0776.8776.5156.5656.893
806067960856
6.690
,640,215.625,485,275
.085,000,880810
5.830
5.8305.8005.7805.730
,541,550,566,541
5.524
5.5925.6895.680
703703656646
5.557
486450470480
5.485
465487521658
5.574
508483509505508
508653533452
5.456
5.5705.5575.5305.5335.524
490506501
0.510.435.356.426.751
.740
.466
.427
.335
.316
.360
.396
.536
L.050 .995L.161 L.276 L.178
5.481
1.124.908.891.836.868
.9001.113.989.944
1.072
1.015.518.982.920.715
.447
.383
.321
.264
.290
.324
.288
.275
.245
0.544.485.394.484.831
.813
.501
.465
.372
.362
.419
.454
.618
1.1691.4671.6601.7731.675
1.6121.390.994.907
1.319
298584
1.4511.3511.182
1.132.562
1.0921.033.819
.515
.443
.350
.277
.306
.340
.294
.279
.249
18.9
19.118.818.9
19.019.1
19.828.429.029.029.0
28.29. 19, 19,29.3
26.628.728.627.019.6
19.619.020.019.319.1
19.018.815.815.115.5
15.215.015.114.8
15.015.015.015.015.0
15.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.0151515.0
15.015.015.015.015.0
15.015.014.014.014.0
14.014.014.014.0
9.447.886.307.7214.20
14.148.768.07
6.366.036.837.4810.18
20.8028.2633.6637.0034.17
32.4726.4317.1016.3825.45
23.9531.9328.2925.4821.01
19.899.8519.6417.7613.67
8.4820,07,98,50
,93,3115
9.447.886.307.7214.20
14.148.768.07
6.366.036.837.4810.18
20.8028.2633.6637.0034.17
32.4726.4317.1016.3825.45
23.9531.9328.2925.4821.01
19.899.8519.6417.7613.67
8.48,20,07,9850
3.63
4.934.314.153.63
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN WATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAHBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOHS.MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.DISTANCE ACROSS FULL NIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND HATER SURFACE HIDTH.FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOHOVERBANK FLOHS.
65
TABLE 23.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0808, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION! 2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME
13481510124713151330__ 101213571356
12461228134011261228
14551440151016161414
15171437101314271437
13301248130313001144
11551130140214201118
12091154134215151327
1405112715501722
DISCHARGE! 1)
(M 3/S)
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5 10.312.418.7
17.025.621.418.913.7
12.9
- -
_
HATERLEVEL(3)
(M)
6.1486.1056.0516.1056.366__
6.4256.2456.209
6.1296.1126.1196.1396.206
6.6746.9247.1407.2627.171
7.0816.8906.5466.5806.894
6.8147.0666.9746.8606.716
6.6546.2656.6506.5106.322
6.1546.0845.9715.9205.940
5.9305.9105.8905.850
ACTIVEBED(4)
(M)
5.8055.8045.7795.7955.776_ 5.8385.8585.841
5.8375.8055.8055.7915.792
5.7745.7655.7735.8295.825
5.8655.8845.8875.8585.835
5.8325.8725.8765.8485.844
5.8255.8285.7865.7715.808
5.7985.8015.7645.7575.759
5.7425.7605.7555.747
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.327.285.257.294.547_ .435.370.353
.277
.290
.295
.331
.387
.8121.0111.1941.2721.193
1.070.910.603.653.966
.8951.031.963.919.793
.745
.410
.785
.675
.484
.343
.277
.202
.162
.179
.185
.162
.137
.117
ACTIVEBED(6)
(M)
0.343.301.272.310.590_ -.587.387.368
.292
.307
.314
.348
.414
.9001.1591.3671.4331.346
1.2161.006.659.722
1.059
.9821.1941.0981.012.872
.829
.437
.864
.739
.514
.356
.283
.207
.163
.181
.188
.150
.135
.103
WIDTH
HATERSURFACE (7)
(M)
16.416.416.416.317.1 19.416.716.5
16.516.316.516.416.8
18.119.120.020.020.0
20.018.517.817.918.6
18.220.019.518.518.2
18.216.918.017.616.9
16.215.813.712.512.5
12.512.412.312.0
ACTIVEBEDI8)
(M)
15.015.015.015.015.0__ 15.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.013.012.012.0
12.012.012.012.0
FLOW AREA
(9)(M 2 )
5.364.674.224.799.36
8.446.185.82
4.574.734.875.436.50
14.6919.3123.8825.4523.87
21.4016.8310.7311.6917.96
16.2920.6218.7816.9914.43
13.556.9314.1311.898.18
5.554.382.772.022.24
2.322.011.681.40
TOTAL (10)(M 2 )
5.684.674.224.799.80_ 8.806.185.82
4.574.734.875.436.50
16.0221.9228.7631.6129.02
25.3019.2711.5512.5720.35
18.5924.2521.8219.3016.11
15.367.1115.9813.228.83
5.554.382.772.022.24
2.322.011.681.40
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOHS.MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.
7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
66
TABLE 24.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0853, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE* 1) HATER 3 LEVEH3)
(M /S) (M)
13351500124013081326
102413491350
12391225133311201219
15001448143515471340
14451440094814081403
13131345140212381201
10501148145314091123
11581159133215101522
1600112115441700
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
_
_
6.2466.2066.1456.1966.457
6.5366.3566.306
6.2166.1816.1916.2166.286
6.7316.9837.1977.3037.232
7.1486.9776.6676.6666.946
6.8937.1587.0486.9336.797
6.7166.3466.7016.5816.406
6.2366.1706.0706.0206.040
6.0406.0206.0005.970
ACTIVE BED(4)
(M)
5.9175.9405.8895.9325.934
6.0635.9975.989
5.9335.8885.9065.9225.920
5.9296.0246.1086.2066.220
6.1866.1636.1336.0626.061
6.1416.1266.1376.1136.067
6.0325.9465.9215.9915.969
5.9285.8715.8695.8335.838
5.8355.8315.8125.806
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.303.254.230.250.453
.444.314.286
.267
.254
.260
.269
.325
.745
.9131.0521.073
.992
.943
.786
.515
.577
.837
.7281.004
.879
.789
.688
.659
.351
.721
.552
.397
.282
.259
.187
.165
.189-
.190
.177
.174
.160
ACTIVE BED(6)
(M)
0.329.266.256.264.523
.473.359.317
.283
.293
.285
.294
.366
.802
.9591.0891.0971.012
.962
.814
.534
.604
.885
.7521.032
.911
.820
.730
.684
.400
.780
.590
.437
.308
.299
.201
.187
.202
.205
.189
.188
.164
HIDTH
HATER SURFACE(7)
(M)
20.920.017.520.123.6
23.023.022.4
20.418.618.821.122.0
23.323.624.024.024.0
23.723.723.223.223.6
23.623.823.623.723.5
23.523.223.523.323.2
21.218.616.715.415.8
15.915.613.512.7
ACTIVE BED(8)
(M)
18.018.015.018.018.0
18.018.018.0
18.015.016.018.018.0
18.018.018.018.018.0
18.018.018.018.018.0
18.018.018.018.018.0
18.018.018.018.018.0
18.015.015.013.014.0
14.014.012.012.0
FLOH AREA
(9) (M2 )
6.325.084.035.02
10.70
10.207.226.41
5.454.724.895.677.15
17.3721.5625.2425.7623.80
22.3518.6311.9613.4019.76
17.1823.8920.7418.7016.16
15.498.14
16.9412.859.20
5.994.813.122.542.98
3.022.762.342.03
TOTAL (10) (M 2)
6.325.084.035.02
10.70
10.207.226.41
5.454.724.895.677.15
17.3721.5625.2425.7623.80
22.3518.6311.9613.4019.76
17.1823.8920.7418.7016.16
15.498.14
16.9412.859.20
5.994.813.122.542.98
3.022.762.342.03
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 18 METERS.9) FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
67
TABLE 25.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0898, EAST FORK RIVER, WYOMING, 1980
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-10>-ll6-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
123456
78 910)
MEAN ELEVATION(2) MEAN DEPTH WIDTH
TIME DISCHARGE(l) WATER ACTIVE CHANNEL ACTIVE WATER ACTIVE 3 LEVEL(3) BED(4) WIDE(5) BED(6) SURFACE!?) BED(8)
(MVS) (M) (M) (M) (M) (M) (M)
1326 6.326 5.848 0.455 0.478 15.2 14.01455 3.74 6.286 5.865 .405 .421 15.0 14.01236 2.61 6.230 5.858 .354 .372 15.0 14.01305 3.22 6.286 5.856 .414 .430 15.0 14.01313 8.31 6.518 5.862 .606 .656 15.9 14.0_ 0953 9.28 6.623 5.871 .677 .752 16.6 14.01340 5.67 6.433 5.881 .514 .552 15.7 14.01359 4.74 6.386 5.865 .495 .521 15.4 14.0
1233 3.28 6.276 5.875 .385 .401 15.1 14.01220 3.22 6.266 5.866 .389 .400 15.0 14.01325 3.28 6.276 5.864 .397 .412 15.1 14.01114 3.81 6.296 5.859 .417 .437 15.3 14.01211 4.51 6.363 5.862 .472 .501 15.6 14.0
1437 13.5 6.770 5.842 .799 .928 17.9 14.01424 19.3 7.011 5.846 .802 1.165 24.1 14.01444 23.5 7.238 5.854 .914 1.384 27.1 14.01524 30.6 7.342 5.852 1.018 1.490 27.4 14.01319 28.3 7.283 5.850 .944 1.433 27.5 14.0
1421 23.5 7.188 5.844 .891 1.344 26.7 14.01425 7.013 5.847 .809 1.166 24.3 14.0 1355 12.4 6.730 5.847 .765 .883 17.6 14.01350 18.7 6.998 5.830 .799 1.168 24.0 14.0
1257 17.0 6.931 5.842 .791 1.089 22.0 14.01330 25.6 7.178 5.838 .888 1.340 26.6 14.01343 21.4 7.076 5.834 .857 1.242 24.7 14.01225 18.9 6.960 5.839 .821 1.121 22.1 14.01225 13.7 6.840 5.858 .782 .982 19.7 14.0
1110 12.9 6.770 5.851 .787 .919 17.9 14.01152 6.419 5.841 .544 .578 15.5 14.01345 6.746 5.849 .770 .897 17.9 14.01402 6.636 5.853 .717 .783 16.4 14.01132 6.473 5.853 .567 .620 16.0 14.0
1152 6.326 5.858 .440 .468 15.3 14.01205 ~ 6.270 5.864 .386 .406 15.1 14.01327 6.186 5.866 .309 .320 14.9 14.01504 6.144 5.865 .268 .279 14.8 14.01516 6.160 5.864 .284 .296 14.9 14.0
1556 6.164 5.862 .291 .302 14.8 14.01116 6.140 5.864 .266 .276 14.7 14.01540 6.130 5.866 .255 .264 14.9 14.01645 6.094 5.842 .232 .252 14.6 13.0
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 WAS MEASURED.ADD 2150 METERS TO OBTAIN WATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE WATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE WIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL WIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS.
FLOW AREA
(9) TOTAL(IO)
(M 2 ) (M2 )
6.916.085.316.219.63
11.258.077.63
5.815.835.996.387.37
14.3019.3224.7827.8825.95
23.7919.65 13.4719.18
17.4123.6121.1818.1515.40
14.088.4313.7911.759.07
6.735.844.613.964.23
4.303.903.803.39
6.916.085.316.219.63
11.258.077.63
5.815.835.996.387.37
14.3019.3224.7827.8825.95
23.7919.65 13.4719.18
17.4123.6121.1818.1515.40
14.088.4313.7911.759.07
6.735.844.613.964.23
4.303.903.803.39
MEAN DEPTH OVER THE ACTIVE WIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFWATER LEVEL AND ACTIVE BED.DISTANCE ACROSS FULL WIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS.DISTANCE ACROSS WIDTH OF ACTIVE BED: MAXIMUM VALUE IS 14 METERS. FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND WATER SURFACE WIDTH. FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOWOVERBANK FLOWS.
68
TABLE 26.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0940, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) HATER3 LEVEL(3)
(M /S) (M)
13201445122312501311_ 093713311445
12311210131611091203
14201415141214561348
13591406 13341459
12371310132312581145
11241158133713501137
11471210132215011511
1551111115351630
3.742.613.228.31 9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_
__
6.3546.3086.2446.2986.547 6.6506.4646.414
6.2986.2886.2886.3086.384
6.7977.0477.2677.4117.324
7.2337.050 6.7577.050
6.9607.2247.1277.0006.870
6.8106.4446.7746.6646.504
6.3486.2906.2006.1606.180
6.1806.1556.1356.105
ACTIVE BEDI4)
(M)
-5.7895.8015.8005.7685.762
5.9335.9225.887
5.8515.8155.7995.7895.783
5.7255.7585.8565.8455.855
5.9055.917 5.8595.822
5.8245.8395.8415.8255.819
5.8265.7715.7435.7455.742
5.7495.7345.7035.6725.671
5.6845.6745.6705.667
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.521.475.436.491.688 .625.493.479
.421
.441
.458
.486
.550
.8951.0001.1431.2921.201
1.096.908 .764.990
.8691.1091.013.907.844
.830
.609
.859
.778
.684
.556
.525
.460
.460
.479
.459
.449
.438
.426
ACTIVE BED<6)
(M)
0.565.507.444.530.785 .717.542.527
.447
.473
.489
.519
.601
1.0721.2891.4111.5661.469
1.3281.133 .898
1.228
1.1361.3851.2861.1751.051
.984
.6731.031.919.762
.599
.556
.497
.488
.509
.496
.481
.465
.438
HIDTH
HATER SURFACE!?)
(M)
16.916.515.516.417.8 18.817.317.1
16.216.516.416.316.8
20.022.523.023.023.2
22.822.7 19.522.6
22.423.222.922.721.2
19.717.219.719.017.5
16.616.215.414.114.1
14.414.214.013.6
ACTIVE BED(8)
(M)
15.015.015.015.015.0 15.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.0 15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.014.013.013.0
13.013.013.013.0
FLOH AREA
(9) (M 2)
8.807.846.768.0612.25
11.748.538.19
6.827.287.517.939.23
17.8922.5126.2929.7127.85
24.9820.62 14.8922.37
19.4725.7223.1920.5917.89
16.3510.4816.9314.7811.97
9.228.507.086.486.75
6.626.386.145.80
TOTAL (10)(M2 )
8.807.846.768.0612.25
11.748.538.19
6.827.287.517.939.23
17.8922.5126.2929.7127.85
24.9820.62 14.8922.37
19.4725.7223.1920.5917.89
16.3510.4816.9314.7811.97
9.228.507.086.486.75
6.626.386.145.80
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOHS. 6) MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
69
TABLE 27.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 0985, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION! 2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME
13201440122512511305
092613251234
12401210131011031158
14351411143314221316
13411338 13111417
11451244125312371207
11431204132713461147
11391215131614561505
1546110615321615
DISCHARGE! 1)_
(M 3/S)
3.742.613.228.31
9.285.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_ -
_ -
HATERLEVEL(3)
(M)
6.3966.3466.2806.3336.601
6.7056.5166.452
6.3376.3276.3306.3536.422
6.8567.0907.3207.4507.370
7.2907.127 6.8157.094
7.0137.2437.1677.0506.927
6.8706.4856.8266.7156.550
6.3966.3266.2266.1766.190
6.1906.1666.1566.116
ACTIVEBED(4)
(M)
5.9265.9425.9145.9265.906
5.9425.9395.910
5.9015.9105.9135.9285.924
5.9055.9125.9065.9005.993
5.9595.957 5.9305.894
5.9285.8625.9395.9095.888
5.8935.8925.8835.8885.891
5.8925.8905.8925.8905.887
5.8975.8905.8885.881
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.454.404.365.407.600 -.632.531.508
.428
.411
.409
.426
.474
.758
.8161.0051.077.965
.914
.803
.708
.830
.750
.974
.867
.802
.709
.811
.518
.791
.714
.582
.463
.404
.305
.264
.279
.271
.255
.248
.214
ACTIVEBED(fc)
(M)
0.470.404.366.407.695 .763.577.542
.436
.417
.417
.425
.498
.9511.1781.4141.5501.377
1.3311.170 .885
1.200
1.0851.3811.2281.1411.039
.977
.593
.943
.827
.659
.504
.436
.334
.286
.303
.293
.276
.268
.235
NIDTH
HATERSURFACED)
(M)
19.018.217.418.222.2
23.220.219.7
17.617.517.518.119.3
25.532.634.135.634.5
33.932.9 25.032.9
32.133.933.432.531.8
25.522.725.324.022.8
21.520.950.720.520.6
20.620.520.520.3
ACTIVEBED(8)
(M)
18.018.017.018.018.0 18.018.018.0
17.017.017.018.018.0
18.018.018.018.018.0
18.018.0 18.018.0
18.018.018.018.018.0
18.018.018.018.018.0
18.018.018.018.018.0
18.018.018.018.0
FLOH AREA
(9)(M*)
8.627.366.357.4113.31
14.6510.7210.01
7.537.197.157.719.14
19.3326.6034.2838.3533.30
30.9926.42 17.7127.30
24.0733.0228.9726.0822.56
20.6711.7720.0017.1313.27
9.978.446.325.425.74
5.585.235.094.35
TOTAL (10)(M 2 )
8.627.366.357.4113.31__
14.6510.7210.01
7.537.197.157.719.14
19.3326.6034.2838.3533.30
30.9926.42 17.7127.30
24.0733.0228.9726.0822.56
20.6711.7720.0017.1313.27
9.978.446.325.425.74
5.585.235.094.35
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 18 METERS.9 FLOH AREA OF MAIN CHANNEL; EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
70
TABLE 28.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1038, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2) MEAN DEPTH HIDTH FLOH AREA
DATE TIME DISCHARGE(l) HATER ACTIVE CHANNEL ACTIVE HATER ACTIVE (9) TOTAL (10) 3 LEVELO) BED(4) HIDE(5) BED(6) SURFACED) BED(8) a 3
(M YS) (M) (M) (M) (M) (M) (M) (M*) (M*)
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
1)23456
z|9 10)
1220 6.426 5.925 0.478 0.501 18.2 17.0 8.691432 3.74 6.367 5.932 .403 .435 17.5 16.0 7.061145 2.61 6.297 5.865 .418 .432 14.6 14.0 6.101215 3.22 6.356 5.926 .407 .430 17.1 16.0 6.961253 8.31 6.632 5.952 .588 .680 21.0 17.0 12.34
1750 16.7 6.942 5.951 .834 .991 22.6 17.0 18.841721 26.2 7.256 5.753 1.235 1.503 23.5 17.0 29.02__ __ __ - 1315 5.67 6.536 5.819 .681 .717 18.3 17.0 12.461231 4.74 6.483 5.758 .663 .725 17.9 16.0 11.86
1147 3.28 6.363 5.732 .570 .631 16.8 15.0 9.571139 3.22 6.343 5.730 .564 .613 16.5 15.0 9.301306 3.28 6.347 5.731 .559 .616 16.7 15.0 9.341059 3.81 6.377 5.771 .569 .606 17.2 16.0 9.791146 4.51 6.457 5.751 .648 .706 17.7 16.0 11.48
1400 13.5 6.888 5.824 .878 1.064 22.3 17.0 19.571402 19.3 7.122 5.857 1.051 1.265 23.2 17.0 24.371355 23.5 7.344 5.936 1.195 1.408 23.8 17.0 28.441350 30.6 7.508 5.794 1.437 1.714 24.2 17.0 34.771214 28.3 7.423 5.682 1.434 1.741 24.4 17.0 34.98
1143 23.5 7.318 5.644 1.397 1.674 23.6 17.0 32.981358 -- 7.146 5.612 1.267 1.534 23.3 17.0 29.52 __ __ __ __ 1302 12.4 6.842 5.673 .981 1.169 22.0 17.0 21.581350 18.7 7.108 5.679 1.199 1.429 23.2 17.0 27.81
1115 17.0 7.043 5.743 1.077 1.300 23.0 17.0 24.761154 25.6 7.248 5.681 1.308 1.567 23.6 17.0 30.861211 21.4 7.182 5.722 1.205 1.460 23.5 17.0 28.321220 18.9 7.078 5.703 1.132 1.375 23.1 17.0 26.151225 13.7 6.948 5.761 .976 1.187 22.6 17.0 22.06
1200 12.9 .882 5.731 .968 1.151 21.9 17.0 21.191212 -- .506 5.732 .698 .774 19.3 17.0 13.471317 .852 5.717 .949 1.135 21.9 17.0 20.791332 .742 5.733 .858 1.009 21.1 17.0 18.101154 .566 5.859 .638 .707 19.5 17.0 12.44
1130 .406 5.882 .487 .524 18.6 17.0 9.061224 .337 5.773 .514 .564 15.5 14.0 7.971230 .237 5.737 .483 .500 13.5 13.0 6.511450 .187 5.698 .470 .489 12.6 12.0 5.921502 .197 5.694 .477 .503 12.8 12.0 6.10
1543 -- .207 5.697 .476 .510 13.0 12.0 6.191103 .177 5.651 .471 .526 12.5 11.0 5.891525 .157 5.658 .446 .499 12.5 11.0 5.581540 6.127 5.655 .443 .472 11.8 11.0 5.23
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS. DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 17 METERS.FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOWOVERBANK FLOHS.
8.697.066.106.9612.34
18.8429.02 12.4611.86
9.579.309.349.7911.48
19.5724.3728.4434.7734.98
32.9829.52 21.5827.81
24.7630.8628.3226.1522.06
21.1913.4720.7918.1012.44
9.067.976.515.926.10
6.195.895.585.23
71
TABLE 29.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1077, EAST FORK RIVER, HYOMING, 1980
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
MEAN ELEVATION(2)
TIME DISCHARGE (1) HATER ACTIVE 3 LEVEL(3) BED(4)
(MJ/S) (M) (M)
12131350114512021233
17451710 13091216
11461137121710031135
14001355140114401220
11161335
12201511
11321150121911231325
12501308130713181232
11221306121614431456
1532105415131515
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_
6.4546.4046.3206.3846.670
6.9737.284- 6.5406.500
6.3646.3506.3606.3806.460
6.9037.1507.3787.5327.462
7.3277.160
6.8507.140
7.0507.2607.2007.0806.960
6.9036.5066.8606.7506.584
6.4306.3506.2466.2006.220
6.2166.1906.1706.130
6.0136.0206.0186.0105.997
5.9685.794
5.7995.795
5.7935.8035.8675.8895.910
5.9715.9185.8135.7825.735
5.6535.613
5.6475.612
5.6675.7115.6535.6915.735
5.7705.8365.9275.9365.970
5.9985.9935.9915.9755.975
5.9775.9875.9845.979
MEAN
CHANNEL HIDE(5)
(M)
0.441.381.300.369.584
.8871.249
.723
.687
.550
.528
.479
.479
.538
.8221.0871.2831.4581.416
1.3631.328
1.0221.313
1.1931.2901.2851.1961.056
.984
.658
.818
.706
.606
.430
.352
.250
.223
.242
.236
.203
.186
.153
DEPTH
ACTIVE BED(6)
(M)
0.441.384.302.374.673
1.0051.490
.741
.705
.571
.547
.493
.491
.550
.9321.2321.5651.7501.727
1.6741.547
1.2031.528
1.3831.5491.5471.3891.225
1.133.670.933.814.614
.432
.357
.255
.225
.245
.239
.203
.186
.151
HIDTH
HATER ACTIVE SURFACE(7) BED(8)
(M) (M)
22.622.322.322.126.5
27.830.0
22.422.3
22.522.422.622.422.4
27.528.331.031.031.0
30.628.4
27.528.3
28.029.829.528.227.8
27.422.227.627.222.6
22.422.522.522.022.0
22.122.021.921.5
21.021.021.021.021.0
21.021.0
21.021.0
21.021.021.021.021.0
21.021.021.021.021.0
21.021.0
21.021.0
21.021.021.021.021.0
21.021.021.021.021.0
21.021.021.021.021.0
21.021.021.021.0
FLOH AREA
(9) TOTAL(IO)
(M*) (M 2 )
9.968.496.688.1515.49
24.6537.46 16.2015.33
12.3811.8210.8210.7412.05
22.5930.7739.7745.1943.88
41.7237.70 28.1037.16
33.4138.4437.9133.7429.35
26.9714.6122.5919.2113.69
9.637.925.634.915.32
5.224.464.063.29
9.968.496.688.1515.49
24.6537.46 16.2015.33
12.3811.8210.8210.7412.05
22.5930.7739.7745.1943.88
41.7237.70 28.1037.16
33.4138.4437.9133.7429.35
26.9714.6122.5919.2113.69
9.637.925.634.915.32
5.224.464.063.29
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED; MAXIMUM VALUE IS 21 METERS.9 FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
72
TABLE 30.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1120, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) HATER 3 LEVELO)
(MVS) (M)
12081345113511551242
17301654 13001221
11381127120709581128
13381337134314201157
11001248 12071454
11201133115111071345
13081315125813111238
11171308121014391450
1522104815091500
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9 --
6.4706.4166.3306.4006.684
6.9937.314 6.5506.510
6.3806.3606.3706.3906.480
6.9207.1747.4107.5717.467
7.3507.184 6.8547.154
7.0637.2667.2107.0806.973
6.9136.5206.8686.7746.604
6.4406.3646.2606.2106.236
6.2366.2066.1866.156
ACTIVE BED(4)
(M)
5.9605.9625.9565.9525.963
5.9405.919 5.9955.977
5.9595.9455.9265.9335.952
5.9965.9525.9235.9365.890
5.9125.950 5.9615.965
5.9255.9315.9205.9525.977
5.9585.9535.9435.9875.988
5.9785.9455.9385.9305.937
5.9435.9295.9275.932
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.469.413.362.409.672
.8941.202 .509.487
.405
.397
.419
.435
.478
.8031.0481.3021.4521.373
1.2551.055
.8341.016
.9701.1481.109.960.853
.817
.529
.853
.743
.575
.422
.395
.302
.266
.282
.278
.266
.250
.217
ACTIVE BED(6)
(M)
0.510.454.374.448.721
1.0531.395 .555.533
.421
.415
.444
.457
.528
.9241.2221.4871.6351.577
1.4381.234 .893
1.189
1.1381.3351.2901.128.996
.955
.567
.925
.787
.616
.462
.419
.322
.280
.299
.293
.277
.259
.224
HIDTH
HATER SURFACED)
(M)
17.017.115.717.017.2
19.520.0 17.317.2
16.016.116.316.217.2
19.320.020.020.020.0
20.020.0 17.620.0
19.720.020.019.819.4
19.217.017.917.317.2
17.216.315.515.115.4
15.315.014.914.8
ACTIVE BED(8)
(M)
15.015.015.015.015.0
15.015.0
15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.0
15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.014.014.014.0
14.014.014.014.0
FLOH AREA
(9) (M2 )
7.987.075.686.9511.55
17.4424.04 8.808.38
6.496.406.837.048.22
15.4920.9626.0429.0427.47
25.1021.10 14.6820.32
19.1222.9722.1919.0116.54
15.698.9815.2612.869.89
7.266.444.684.024.34
4.253.993.733.21
TOTAL (10)(M2 )
7.987.075.686.9511.55
17.4424.04- 8. BO8.38
6.496.406.837.048.22
15.4920.9626.0429.0427.47
25.1021.10 14.6820.32
19.1222.9722.1919.0116.54
15.698.9815.2612.869.89
7.266.444.684.024.34
4.253.993.733.21
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
73
TABLE 31.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1155, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION! 2!
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) HATER 3 LEVEL13)
(MVS) (M)
12041341112511521245
17201655
12551206
11321120120109481119
13451335134313551200
10421235
11591438
11001116112910501405
13241320124712151245
11121314120714351448
1520104415061450
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_
_
6.5006.4446.3606.4246.713
7.0267.354
6.5846.536
6.4006.3866.3966.4166.500
6.9627.1887.4447.5887.496
7.3667.214
6.8777.176
7.0877.2847.2427.1056.994
6.9346.5446.8996.7996.630
6.4666.3866.2766.2306.250
6.2506.2266.2066.157
ACTIVE BED(4)
(M)
5.8555.8695.8895.8885.930
5.9786.053
5.8795.878
5.8575.8665.8705.8675.871
5.9355.9656.0406.0406.034
5.9645.885
5.8535.859
5.8925.8825.9335.8615.875
5.8955.8525.9105.8605.855
5.8455.8465.8515.8545.848
5.8535.8525.8595.825
MEAN DEPTH
CHANNEL HIDEI5)
(M)
0.577.520.471.488.553
.688
.926
.603
.577
.488
.469
.480
.493
.551
.656
.8351.0331.1821.094
1.010.897 .651.862
.793
.963
.893
.817
.721
.655
.604
.671
.669
.576
.556
.494
.398
.375
.385
.375
.360
.346
.305
ACTIVE BED(6)
(M)
0.645.575.471.536.783
1.0481.301
.705
.658
.543
.520
.526
.549
.629
1.0271.2231.4041.5481.462
1.4021.329 1.0241.317
1.1951.4021.3091.2441.119
1.039.692.989.939.775
.621
.540
.425
.376
.402
.397
.374
.347
.332
HIDTH
HATER SURFACE! 7)
(M)
12.712.411.412.217.2
21.923.0
13.513.2
12.512.512.312.513.0
21.723.023.023.023.0
23.023.0 20.523.0
22.223.023.022.521.9
21.613.320.017.916.2
12.912.412.011.411.6
11.811.611.511.2
ACTIVE BED(8)
(M)
11.011.011.011.011.0
11.011.0
11.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.0
11.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.010.0
FLOW AREA
(9) (M 2)
7.326.455.375.959.52
15.0721.31
8.157.62
6.105.875.916.167.16
14.2319.2023.7727.1825.16
23.2320.62 13.3419.83
17.6122.1520.5418.3915.78
14.158.0313.4211.989.33
7.186.134.784.274.47
4.434.183.973.42
TOTAL (10)(M 2 )
7.326.455.375.959.52
15.0721.31
8?157.62
6.105.875.916.167.16
14.2319.2023.7727.1825.16
23.2320.62 13.3419.83
17.6122.1520.5418.3915.78
14.158.0313.4211.989.33
7.186.134.784.274.47
4.434.183.973.42
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 11 METERS.9} FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
74
TABLE 32.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1202, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE! 1) HATER3 LEVEL(3)
(M J/S) (M)
11521330112311401141
16581630 12521200
11311116115009391120
13201317132512581145
10251215 11441423
10431056111510311425
13381326115412081252
11061320120214311444
1515104215021430
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5-
12.418.7
17.025.621.418.913.7
12.9 -
.
-
6.5166.4626.3766.4466.775
7.0857.370 6.6006.560
6.4266.4066.4166.4426.546
7.0157.2407.4607.6107.520
7.3967.250 6.9257.215
7.1257.3017.2657.1457.035
6.9956.5756.9516.8556.675
6.4966.4126.2966.2406.260
6.2506.2306.2106.160
ACTIVE BED(4)
(M)
5.8945.9025.8905.8975.916
5.9385.969 5.9215.929
5.9235.9075.9285.9585.935
5.9745.9165.9245.9415.940
5.9755.940- 5.9095.890
5.9215.9635.9655.9685.950
5.9365.9186.0356.0095.939
5.9105.9115.9055.8695.877
5.8625.8685.8825.866
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.594.542.475.531.780
1.0171.230 .596.598
.487
.484
.472
.468
.578
.9241.1821.3371.4791.394
1.2461.119- .909
1.171
1.0521.1531.1491.037.948
.924
.584
.824
.760
.662
.565
.487
.384
.333
.346
.349
.336
.304
.268
ACTIVE BED(6)
(M)
0.622.560.486.549.859
1.1471.401 .679.631
.503
.499
.488
.484
.611
1.0411.3241.5361.6691.580
1.4211.310 1.0161.325
1.2041.3381.3001.1771.085
1.059.657.916.846.736
.586
.501
.391
.371
.383
.388
.362
.328
.294
WIDTH
HATER SURFACED)
(M)
15.214.914.514.716.4
18.219.0 16.515.2
14.714.914.814.815.3
17.618.119.019.019.0
19.019.0 16.918.1
18.119.018.118.118.0
18.016.417.216.916.5
14.914.714.414.114.2
14.413.713.713.9
ACTIVE BED(8)
(M)
14.014.014.014.014.0
14.014.0 14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.0 14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.014.012.012.0
12.012.012.012.0
FLOH AREA
(9) (M 2 )
9.028.086.897.8012.80
18.5123.37 9.849.09
7.167.216.986.938.84
16.2721.4025.4028.1126.49
23.6821.26 15.3621.19
19.0421.9120.8018.7717.06
16.649.5814.1712.8510.91
8.427.165.534.704.91
5.024.614.173.73
TOTAL (10)(M 2 )
9.028.086.897.8012.80
18.5123.37 9.849.09
7.167.216.986.938.84
16.2721.4025.4028.1126.49
23.6821.26 15.3621.19
19.0421.9120.8018.7717.06
16.649.5814.1712.8510.91
8.427.165.534.704.91
5.024.614.173.73
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 14 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
75
TABLE 33.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1241, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION) 2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME
11541320111011391132
16551615
12001154
11291115113809351107
13201310130712251130
10081155120511301401
10251134105111171445
14061332114811591257
10591330115714261432
1510103714571345
DISCHARGE(l) HATER 3 LEVEH3)
(M /S) (H)
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
__
6.5376.4776.3876.4706.807
7.1247.395
6.6276.570
6.4376.4176.4376.4676.577
7.0397.2617.4647.6297.524
7.3997.2656.8966.9427.241
7.1617.3547.2907.1867.069
7.0256.5946.9966.8926.687
6.5076.4176.3086.2586.268
6.2686.2386.2186.179
ACTIVE BED(4)
(M)
5.7785.8055.8705.9595.825
5.8115.631
5?6735.687
5.7435.9435.9585.9225.882
5.7615.8055.6595.6035.622
5.6535.6575.7055.7435.797
5.7735.8005.8115.7845.804
5.8685.8495.9215.7895.799
5.8095.7945.8715.8815.891
5.9005.9025.8855.769
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.653.588.508.459.758
.8691.070 .829.770
.640
.455
.463
.512
.601
.797
.9231.1421.3451.230
1.086.997.990.994.896
.835
.965
.921
.870
.851
.821
.711
.751
.872
.715
.653
.574
.405
.353
.337
.328
.303
.305
.330
ACTIVE BED(6)
(M)
0.759.672.517.511.982
1.3131.764 .954.883
.694
.474
.479
.545
.695
1.2781.4561.8052.0261.902
1.7461.6081.1911.1991.444
1.3881.5541.4791.4021.265
1.157.745
1.0751.103
.888
.698
.623
.437
.377
.377
.368
.336
.333
.410
HIDTH
HATERSURFACED)
(M)
14.013.511.913.516.9
21.325.0
13.813.7
12.812.712.913.013.7
21.323.825.025.025.0
25.024.015.715.823.9
23.725.024.123.721.4
19.512.919.517.215.8
12.912.511.511.311.4
11.411.211.08.4
ACTIVE BED(8)
(M)
11.011.011.011.011.0
11.011.0
11.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.010.09.09.09.0
9.09.09.06.0
FLOH AREA
(9) (M 2)
9.157.946.056.19
12.81
18.5126.75
11.4510.55
8.195.785.976.668.23
16.9721.9628.5433.6230.76
27.1623.9315.5415.7021.42
19.7924.1322.2020.6218.21
16.029.17
14.6515.0111.30
8.437.184.663.993.84
3.743.403.352.77
TOTAL (10) (M2 )
9.157.946.056.19
12.81
18.5126.75
11.4510.55
8.195.785.976.668.23
16.9721.9628.5433.6230.76
27.1623.9315.5415.7021.42
19.7924.1322.2020.6218.21
16.029.17
14.6515.0111.30
8.437.184.663.993.84
3.743.403.352.77
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE WIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOWS.6) MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS. 8 DISTANCE ACROSS WIDTH OF ACTIVE BED: MAXIMUM VALUE IS 11 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOWS.
TABLE 34.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1284, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION! 2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE! 1) HATER 3 LEVELO)
(M J/S) (M)
11411312110511251125
16401610 11511135
11151110113009251100
12551301131912451226
16001244114612081340
10541114115111001327
12561335113611531306
10501334114814191422
1503103114501315
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
_
6.5506.5106.4306.5006.840
7.1547.428 6.6466.596
6.4646.4606.4806.5066.606
7.0807.2907.5107.6747.582
7.4407.2906.9106.9747.270
7.1947.3807.3347.2177.107
7.0676.6447.0476.9246.704
6.5446.4906.3406.2706.290
6.2906.2606.2406.190
ACTIVE BED(4>
(M)
6.0696.1006.1076.0505.999
5.9365.916 6.0616.083
6.1126.0786.0466.0385.987
5.9395.9325.9265.9295.937
5.9545.9766.0326.0776.000
5.9986.0046.0066.0626.045
6.0506.1026.0285.9545.989
6.0986.1386.0175.9825.969
5.9835.9685.9536.007
MEAN DEPTH
CHANNEL NIDE(5)
(M)
0.445.382.312.426.753
1.1131.381
.525
.463
.335
.360
.389
.421
.545
1.0371.2351.4611.6131.521
1.3631.195
.808
.8171.181
1.1151.2761.2311.072
.962
.946
.537
.951
.904
.679
.426
.346
.306
.290
.307
.295
.282
.273
.178
ACTIVEBED(6)
(M)
0.481.410.323.450.841
1.2181.512
.585
.513
.352
.382
.434
.468
.619
1.1411.3581.5841.7451.645
1.4861.314
.878
.8971.270
1.1961.3761.3281.1551.062
1.017.542
1.019.970.715
.446
.352
.323
.288
.321
.307
.292
.287
.183
HIDTH
HATER SURFACE!?)
(M)
17.617.317.017.118.7
18.719.0 18.017.9
16.917.017.717.718.3
18.819.019.019.019.0
19.019.018.618.819.0
18.819.019.018.818.8
18.816.318.918.718.3
18.217.714.612.613.3
13.212.712.211.3
ACTIVE BED(8)
(M)
15.015.015.015.015.0
15.015.0 15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.014.015.015.015.0
15.015.012.011.011.0
11.011.010.09.0
FLOH AREA
(9) (M2 )
7.846.615.307.29
14.08
20.8126.24 9.458.29
5.666.136.897.449.97
19.4923.4627.7630.6528.90
25.9022.7115.0215.3622.43
20.9724.2423.3820.1518.08
17.798.75
17.9716.9112.43
7.766.134.473.654.08
3.903.583.332.01
TOTAL (10)(M 2 )
7.846.615.307.29
14.08
20.8126.24 9.458.29
5.666.136.897.449.97
19.4923.4627.7630.6528.90
25.9022.7115.0215.3622.43
20.9724.2423.3820.1518.08
17.798.75
17.9716.9112.43
7.766.134.473.654.08
3.903.583.332.01
1) DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 WAS MEASURED.2 ADD 2150 METERS TO OBTAIN WATER-SURFACE ELEVATION ABOVE NGVD.3) MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE WIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL WIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOWS.6) MEAN DEPTH OVER THE ACTIVE WIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
WATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL WIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOWS. 8 DISTANCE ACROSS WIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.9) FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND WATER SURFACE WIDTH.10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW
OVERBANK FLOWS.
77
TABLE 35.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1315, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) HATER 3 LEVEH3)
(MVS) (M)
11501311105511211119
16271449
11401143
11141059112209181058
13001231131612201204
15351219114411361225
10291050112510331358
13201343112711461311
10481338114414111414
1457102614451310
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5 10.312.418.7
17.025.621.418.913.7
12.9
_
_
6.5786.5346.4606.5146.854
7.1537.464 6.6746.624
6.5056.4966.5006.5206.614
7.0887.2947.5047.6677.580
7.4547.3076.9407.0127.274
7.2037.3747.3447.2407.144
7.0946.6847.0586.9386.724
6.5706.5006.3406.2806.300
6.3006.2706.2506.200
ACTIVE BED(4)
(M)
6.1756.1996.1556.1336.114
6.1356.192
6.2446.217
6.1636.1536.1396.1326.117
6.1116.2036.2016.2236.239
6.2576.2386.2506.2526.220
6.2226.2286.2476.2396.239
6.2286.2106.1676.1906.229
6.1336.1026.0926.0936.088
6.1006.0796.0916.069
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.399.334.303.376.701
.9281.039
.436
.413
.341
.348
.364
.387
.491
.893
.9661.0721.2171.115
.973
.844
.648
.714
.937
.871
.924
.872
.889
.821
.801
.463
.829
.698
.487
.439
.396
.249
.188
.213
.201
.193
.161
.140
ACTIVE BED(fe)
(M)
0.403.335.305.381.740
1.0181.272
.430
.407
.342
.343
.361
.388
.497
.9771.0911.3031.4441.341
1.1971.069
.690
.7601.054
.9811.1461.0971.001
.905
.866
.474
.891
.748
.495
.437
.398
.248
.187
.212
.200
.191
.159
.131
HIDTH
HATER SURFACEU)
(M)
22.322.022.422.223.2
24.829.0
22.021.8
20.421.821.922.122.1
24.425.829.029.029.0
29.029.023.523.725.7
25.529.029.025.824.9
24.321.623.923.622.5
20.020.220.120.120.1
20.120.120.019.1
ACTIVE BED(8)
(M)
21.021.021.021.021.0
21.021.0
21.021.0
19.021.021.021.021.0
21.021.021.021.021.0
21.021.021.021.021.0
21.021.021.021.021.0
21.020.021.021.021.0
19.019.019.019.019.0
19.019.019.019.0
FLOH AREA
(9) (M 2 )
8.897.356.788.35
16.25
23.0130.12 9.609.01
6.967.597.978.55
10.86
21.7924.9231.0935.3032.32
28.2224.4815.2216.9124.09
22.2126.7825.2922.9320.45
19.469.99
19.8216.4810.96
8.777.995.003.784.28
4.053.883.222.68
TOTAL (10)(M 2 )
8.897.356.788.35
16.25
23.0130.12
9.609.01
6.967.597.978.55
10.86
21.7924.9231.0935.3032.32
28.2224.4815.2216.9124.09
22.2126.7825.2922.9320.45
19.469.99
19.8216.4810.96
8.777.995.003.784.28
4.053.883.222.68
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS.MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.
7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOWS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 21 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW
OVERBANK FLOHS.
78
TABLE 36.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1360, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION! 2) MEAN DEPTH HIDTH FLOH AREA
DATE TIME DISCHARGE! 1) HATER ACTIVE CHANNEL ACTIVE HATER ACTIVE (9) TOTAL) 10) 3 LEVELO) BED(4) HIDE(5) BED(6) SURFACE! 7) BED(8) ? ,
(M /S) (M) (M) (M) (M) (M) (M) (M*) (M 2 )
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-05&-07
6-096-106-116-126-13
&-14&-156-166-176-18
&-19&-20&-21&-23&-25
&-27&-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
123456
78910)
1131 6.637 6.277 0.334 0.360 16.3 14.0 5.451255 3.74 6.589 6.266 .305 .323 15.9 14.0 4.841055 2.61 6.506 6.243 .258 .263 15.3 14.0 3.951115 3.22 6.556 6.235 .307 .321 15.7 14.0 4.821115 8.31 6.872 6.252 .532 .620 18.7 14.0 9.95
1615 16.7 7.185 6.318 .686 .867 22.7 14.0 15.561450 26.2 7.485 6.385 .901 1.100 23.7 14.0 21.36 1132 5.67 6.727 6.297 .392 .430 17.0 14.0 6.661124 4.74 6.677 6.280 .357 .397 16.8 14.0 6.00
1107 3.28 6.556 6.258 .281 .298 15.9 14.0 4.471058 3.22 6.536 6.242 .277 .294 15.8 14.0 4.381115 3.28 6.532 6.242 .272 .290 15.7 14.0 4.270910 3.81 6.556 6.250 .292 .306 15.7 14.0 4.581050 4.51 6.640 6.244 .363 .396 16.3 14.0 5.91
1210 13.5 7.105 6.312 .613 .793 22.3 14.0 13.671201 19.3 7.310 6.367 .768 .943 23.2 14.0 17.821144 23.5 7.515 6.439 .907 1.076 23.8 14.0 21.581201 30.6 7.685 6.470 1.053 1.215 24.0 14.0 25.271150 28.3 7.590 6.485 .945 1.105 23.9 14.0 22.59
1504 23.5 7.490 6.486 .839 1.004 23.6 14.0 19.791200 7.335 6.532 .653 .803 23.4 14.0 15.291051 10.3 7.020 6.427 .442 .593 22.1 14.0 9.771122 12.4 7.050 6.369 .520 .681 22.1 14.0 11.491210 18.7 7.295 6.414 .698 .881 23.2 14.0 16.20
1013 17.0 7.235 6.442 .622 .793 23.0 14.0 14.301035 25.6 7.385 6.462 .747 .923 23.5 14.0 17.551107 21.4 7.365 6.492 .707 .873 23.5 14.0 16.611018 18.9 7.270 6.463 .637 .807 23.1 14.0 14.711435 13.7 7.169 6.434 .572 .735 23.0 14.0 13.15
1355 12.9 7.125 6.415 .543 .710 22.5 14.0 12.211357 6.717 6.291 .379 .426 17.0 14.0 6.441114 7.075 6.312 .590 .763 22.2 14.0 13.091134 6.959 6.347 .490 .612 20.5 14.0 10.051320 6.767 6.321 .393 .446 17.3 14.0 6.81
1032 6.613 6.267 .320 .346 16.2 14.0 5.181350 6.523 6.253 .256 .270 15.7 14.0 4.011141 6.426 6.263 .163 .163 15.0 14.0 2.451409 6.395 6.242 .152 .153 14.2 13.0 2.161411 6.405 6.247 .159 .158 14.2 13.0 2.26
1453 6.405 6.248 .157 .157 14.1 13.0 2.211024 6.385 6.235 .153 .150 14.1 13.0 2.151443 6.365 6.231 .128 .134 13.8 12.0 1.761300 6.335 6.225 .111 .110 13.1 12.0 1.46
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 14 METERS.FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH OVERBANK FLOHS; INCLUDES AREA OF BYPASS CHANNEL AS MEASURED AT SECTION 1400 (SEE FIGURE 3).
5.454.843.954.8712.08
19.5928.70 7.516.65
4.544.414.304.746.57
17.5022.5428.3933.7030.41
25.9315.299.7714.6120.88
18.3823.1921.8218.9817.61
16.117.4316.5912.858.24
5.754.222.452.162.26
2.212.151.761.46
79
TABLE 37.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1396, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) WATER 3 LEVEL(3)
(M 3/S) (M)
11391245103011071102
15581422 11261128
11021053110409001038
11581145112811441138
14481146104011101158
10011021105310031445
14101401110711271325
10281352113314001404
1444101814361240
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
_
6.6966.6566.5666.6206.926
7.2327.543 6.7996.756
6.6236.5996.6196.6296.726
7.1567.3497.5367.6937.613
7.5267.3897.0877.1047.340
7.2907.4297.4067.3107.216
7.1706.7897.1207.0176.839
6.6896.6136.5166.4766.486
6.4866.4666.4566.416
ACTIVE BED(4)
(M)
6.2356.2376.2496.2236.221
6.2206.236 6.2786.288
6.2736.2626.2596.2486.247
6.2216.2176.2046.2166.215
6.2246.2146.2306.2276.224
6.2056.2036.2176.2266.221
6.2286.2216.2326.2246.221
6.2406.2366:2496.2536.244
6.2496.2416.2496.250
MEAN DEPTH
CHANNEL WIDE(5)
(M)
0.453.404.318.386.673
.841
.996
.507
.449
.342
.334
.351
.370
.464
.813
.9311.0171.1541.077
.986
.963
.796
.815
.923
.8891.000.972.907.846
.849
.547
.812,743.595
.437
.365
.261
.220
.237
.230
.220
.203
.165
ACTIVEBED(6)
(M)
0.461.419.317.397.705
1.0121.307 .521.468
.350
.337
.360
.381
.479
.9351.1321.3321.4771.398
1.3021.175.857.877
1.116
1.0851.2261.1891.084.995
.942
.568
.888
.793
.618
.449
.377
.267
.223
.242
.237
.225
.207
.166
HIDTH
HATER ACTIVE SURFACE(7) BED(8)
(M) (M)
12.412.712.012.513.1
15.518.3 12.712.9
12.512.412.612.712.8
14.916.218.218.618.4
18.316.313.713.716.0
16.116.616.515.715.2
14.112.913.913.513.0
12.712.812.512.312.5
12.612.412.412.2
12.012.012.012.012.0
12.012.0 12.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.0
FLOW AREA
(9) TOTAL (10)
(M 2) (M2 )
5.615.133.824.828.82
13.0318.22 6.435.79
4.274.144.424.705.94
12.1215.0818.5021.4619.82
18.0415.7010.9111.1714.77
14.3116.5916.0414.2412.85
11.977.0611.2910.027.73
5.554.673.262.712.96
2.892.732.522.01
5.615.133.824.8710.95
17.0625.56 7.286.44
4.344.174.454.866.60
15.9519.8025.3229.8927.64
24.1815.7010.9114.2919.46
18.3922.2321.2518.5117.30
15.868.0614.7912.829.16
6.124.883.262.712.96
2.892.732.522.01
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE WIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS WIDTH OF ACTIVE BED: MAXIMUM VALUE IS 12 METERS.9) FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND WATER SURFACE WIDTH.10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW
OVERBANK FLOWS; INCLUDES AREA OF BYPASS CHANNEL AS MEASURED AT SECTION 1400 (SEE FIGURE 3).
80
TABU 36.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION EAST FORK RIVER, HYOMING, 1980
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-30b-01&-03&-05b-07
E.-09E>-10b-11b-12b-13
b-14b-15b-16b-17b-18
b-19b-20&-21b-23b-25
b-27b-297-017-037-05
7-077-097-127-167-20
7-237-267-29J-15
123456
78910)
MEAN ELEVATION(2) MEAN DEPTH HIDTH FLOH AREA
TIME DISCHARGE(l) HATER ACTIVE CHANNEL ACTIVE HATER ACTIVE (9) TOTAL(IO) 3 LEVELI3) BEDI4) WIDE(5) BED(6) SURFACED) BEDI8) j 2
(M /S) (M) (M) (M) (M) (M) (M) (M 2 ) (M*)
1118 6.740 6.397 0.333 0.343 17.0 15.0 5.671240 3.74 6.700 6.398 .289 .302 16.8 15.0 4.861028 2.61 6.616 6.320 .229 .296 16.8 12.0 3.841100 3.22 6.670 6.373 .288 .297 16.9 15.0 4.871056 8.31 6.938 6.385 .528 .553 17.6 15.0 9.29
1540 16.7 7.239 6.423 .794 .816 17.6 15.0 13.981400 26.2 7.540 6.459 1.004 1.081 19.0 15.0 19.08 1120 5.67 6.814 6.429 .375 .385 17.8 15.0 6.671110 4.74 6.770 6.394 .358 .376 17.7 15.0 6.33
1056 3.28 6.660 6.371 .279 .289 17.5 15.0 4.871049 3.22 6.646 6.373 .266 .273 17.5 15.0 4.661100 3.28 6.650 6.385 .254 .265 17.5 15.0 4.440855 3.81 6.666 6.385 .271 .281 17.5 15.0 4.741034 4.51 6.756 6.379 .364 .377 17.7 15.0 6.45
1150 13.5 7.164 6.419 .736 .745 17.7 15.0 13.041150 19.3 7.359 6.437 .900 .922 18.0 15.0 16.191112 23.5 7.530 6.413 1.040 1.117 19.0 15.0 19.761126 30.6 7.687 6.436 1.181 1.251 19.0 15.0 22.431121 28.3 7.610 6.418 1.118 1.192 19.0 15.0 21.25
1428 23.5 7.524 6.414 1.035 1.110 19.0 15.0 19.671129 -- 7.391 6.419 .945 .972 18.1 15.0 17.101012 10.3 7.092 6.429 .664 .663 17.7 15.0 11.751055 12.4 7.106 6.423 .681 .683 17.8 15.0 12.131143 18.7 7.332 6.427 .889 .905 17.9 15.0 15.90
0945 17.0 7.292 6.425 .868 .867 17.8 15.0 15.451004 25.6 7.421 6.428 .959 .993 18.3 15.0 17.561037 21.4 7.405 6.436 .938 .969 18.2 15.0 17.080948 18.9 7.306 6.451 .844 .855 17.8 15.0 15.021507 13.7 7.222 6.440 .778 .782 17.8 15.0 13.85
1425 12.9 7.179 6.431 .738 .748 18.0 15.0 13.291405 6.794 6.417 .373 .377 17.9 15.0 6.691102 7.135 6.426 .699 .709 18.0 15.0 12.571119 7.025 6.425 .584 .600 18.0 15.0 10.521331 6.857 6.434 .402 .423 18.0 15.0 7.24
1022 6.692 6.369 .263 .323 17.7 13.0 4.651357 6.631 6.309 .303 .322 12.2 10.0 3.691130 6.526 6.235 .255 .291 10.1 8.0 2.581356 6.490 6.210 .238 .280 9.2 7.0 2.191401 6.510 6.239 .249 .271 9.6 8.0 2.39
1440 6.510 6.213 .245 .297 9.4 7,0 2.301016 6.480 6.203 ,230 .277 9.0 7.0 2.071432 6.470 6.217 .220 .253 9.0 7.0 1.981220 6.440 6.209 .211 .231 8.2 7.0 1.73
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN WATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE WATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE WIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS.MEAN DEPTH OVER THE ACTIVE WIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.DISTANCE ACROSS FULL WIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOWS.DISTANCE ACROSS WIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND WATER SURFACE WIDTH FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW OVERBANK FLOWS; INCLUDES AREA OF BYPASS CHANNEL AS MEASURED AT SECTION 1400 (SEE FIGURE 3).
5434
11
1826
76
44447
1620263029
2517111520
1923221918
177
16138
53222
2211
.67
.86
.84
.92
.42
.00
.42
.52
.98
.94
.69
.47
.90
.11
.87
.91
.57
.87
.07
.81
.10
.75
.25
.59
.52
.20
.29
.29
.31
.18
.68
.07
.32
.68
.22
.90
.58
.19
.39
.30
.07
.98
.73
TABLE 39.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1481, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE! 1) HATER 3 LEVEL(3)
(MVS) (M)
11151242102010551047
15351350
11051108
10521042104708451022
11311120102410321037
11301051095010331104
09140930100409161533
14421413105011071344
10151402112313501354
1433101014261200
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
10.312.418.7
17.025.621.418.913.7
12.9
_ -
_
6.8126.7726.6876.7407.027
7.3147.564
6.9106.870
6.7426.7226.7326.7526.850
7.2377.4137.5647.7257.641
7.5717.4567.1707.1877.393
7.3637.4657.4657.3697.280
7.2406.8907.2077.1176.950
6.8026.7226.5926.5326.553
6.5676.5236.5026.465
ACTIVE BED(4)
(M)
6.1496.1396.1276.0966.050
6.0616.211
6.2156.219
6.1926.1726.1746.1576.176
6.1756.1646.1746.2056.238
6.2316.2006.1976.1926.197
6.2006.2156.2166.2166.218
6.1786.1996.1866.2116.208
6.1946.1546.1206.1106.108
6.1236.0986.0506.061
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.613.579.528.577.861
1.0731.062- .656.601
.520
.520
.529
.554
.630
.9471.0251.0991.2461.112
1.0551.032.872.902.973
.9431.0391.040.945.927
.925
.674
.892
.801
.677
.567
.520
.432
.402
.415
.413
.400
.393
.359
ACTIVE BED(6)
(M)
0.663.633.560.644.977
1.2531.353
.695
.651
.550
.550
.558
.595
.674
1.0621.2491.3901.5201.403
1.3401.256.973.995
1.196
1.1631.2501.2491.1531.062
1.062.691
1.021.906.742
.608
.568
.472
.422
.445
.444
.425
.452
.404
HIDTH
HATER SURFACE (7)
(M)
13.913.613.313.514.7
15.919.0- 13.913.8
13.713.513.513.613.8
15.717.419.019.019.0
19.017.815.315.417.5
17.717.917.817.516.2
16.313.815.815.313.8
13.513.413.213.113.0
13.112.812.812.3
ACTIVE BED(8)
(M)
11.011.011.011.011.0
11.011.0
11.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.011.011.011.0
11.011.010.010.0
FLOH AREA
(9) (M 2 )
8.527.887.037.7912.66
17.0620.19 9.138.29
7.127.027.157.548.69
14.8617.8320.8823.6821.13
20.0418.3613.3413.8917.02
16.7018.6018.5116.5415.02
15.079.3014.0912.269.34
7.656.975.705.275.39
5.415.125.034.41
TOTAL (10) (M 2 )
9.388.557.438.3514.59
20.7426.05
10.459.41
7.667.507.678.159.78
18.1422.0226.8530.7327.77
25.4523.2616.2916.9221.33
20.4223.2823.3420.7818.42
18.3810.7117.3014.9011.28
8.687.615.705.275.39
5.415.125.034.47
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE NIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL NIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLONS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 11 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
82
TABLE 40.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1533, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) HATER , LEVEL(3)
(M 3/S) (M)
11111220101410451047
15151340 11051058
10461038103708351012
11301120100610101015
10501032 10161043
09000915094709041555
14251500104210591350
10091409111713441349
1426100514201140
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_
6.8406.8006.7106.7707.055
7.3357.570 6.9456.900
6.7BO6.7606.7756.7906.885
7.2657.4457.5707.7207.645
7.5707.470 7.2117.405
7.3807.4807.4807.3907.300
7.2656.9157.2307.1406.980
6.8306.7506.6356.5856.600
6.6006.5756.5556.510
ACTIVE BED(4)
(M)
6.1296.1446.1546.1556.103
6.0976.080 6.1816.160
6.2036.2206.1916.2186.184
6.0966.0936.0836.0916.110
6.1096.085 6.1306.113
6.0976.1106.1116.1056.115
6.0986.1216.1406.1266.132
6.1606.1526.1646.1736.176
6.1906.1736.1876.182
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.653.604.520.568.851
1.0951.299 .685.687
.535
.501
.537
.533
.635
1.0361.1911.2861.4641.370
1.2671.220 .974
1.146
1.1331.2141.2021.1361.060
1.042.718.979.907.769
.614
.549
.441
.385
.396
.381
.377
.344
.310
ACTIVE BED(6)
(M)
0.711.656.556.615.952
1.2381.490 .764.740
.577
.540
.584
.572
.701
1.1691.3521.4871.6291.535
1.4611.385 1.0811.292
1.2831.3701.3691.2851.185
1.167.794
1.0901.014.848
.670
.598
.471
.412
.424
.410
.402
.368
.328
HIDTH
HATER SURFACED)
(M)
13.713.613.313.514.5
15.416.0 14.413.9
13.613.613.813.614.1
15.215.516.015.415.6
16.015.6 15.015.5
15.415.515.615.415.3
15.214.415.115.014.6
14.013.913.513.413.4
13.513.313.413.1
ACTIVE BED(8)
(M)
12.012.012.012.012.0
12.012.0 12.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.0 12.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.012.0
12.012.012.012.0
FLOH AREA
(9) TOTAL(IO)
(M2 ) (M 2 )
8.95B.216.917.6712.34
16.8620.79 9.869.55
7.276.827.427.248.96
15.7518.4520.5722.5421.37
20.2819.03
14.6117.77
17.4518.8118.7617.5016.22
15.8410.3414.7913.6111.23
8.607.635.955.165.30
5.155.014.614.06
8.958.216.917.6712.34
16.8620.79 9.869.55
7.276.827.427.248.96
15.7518.4520.5722.5421.37
20.2819.03 14.6117.77
17.4518.8118.7617.5016.22
15.8410.3414.7913.6111.23
8.607.635.955.165.30
5.155.014.614.06
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 12 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
83
TABLE 41.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1573, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME
11051222101010421039
15141321 10521057
10431033102608261016
11101105095109540953
10081013
10001023
08490904093308511616
14471357103510531240
10011412110913421346
1423095914181130
DISCHARGE(l)
(M 3/S)
3.742.613.228.31
16.726.2 5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5.
12.418.7
17.025.621.418.913.7
12.9 .
_, . -.
_
WATERLEVEL(3)
(M)
6.8596.8106.7206.7807.065
7.3607.619 6.9706.920
6. BOO6.7806.7956.8106.905
7.2957.4707.5897.7197.664
7.5947.505
?72457.445
7.4107.5007.5057.4107.320
7.2856.9407.2607.1607.010
6.8506.7706.6506.6006.610
6.6106.5806.5706.520
ACTIVEBED(4)
(M)
6.3126.3216.3126.3256.283
6.3216.343 6.3386.348
6.3526.3286.3106.3156.303
6.3056.3166.3006.2966.335
6.3086.309 6.3266.314
6.2926.3276.2976.3106.292
6.2956.3156.3126.3016.291
6.3286.3226.3256.3026.307
6.3156.2906.3046.292
MEAN DEPTH
CHANNELWIDE(5)
(M)
0.538.483.397.463.724
.9781.161 .625.559
.441
.442
.475
.486
.589
.9281.0711.1721.3091.209
1.1651.100 .861
1.049
1.0551.0961.1211.030.958
.924
.602
.888
.795
.695
.512
.441
.332
.282
.308
.299
.274
.250
.214
ACTIVEBED(6)
(M)
0.547.489.408.455.782
1.0391.276 .632.572
.448
.452
.485
.495
.602
.9901.1541.2891.4231.329
1.2861.196
.9191.131
1.1181.1731.2081.1001.028
.990
.625
.948
.859
.719
.522
.448
.325
.298
.303
.295
.290
.266
.228
HIDTH
HATERSURFACED)
(M)
13.913.713.913.8U.7
14.915.6- 13.814.0
13.813.713.713.813.8
14.915.015.715.515.8
15.815.4
14.715.1
14.815.115.114.914.8
14.914.314.714.814.2
13.913.813.713.513.7
13.713.613.613.6
ACTIVEBED<8)
(M)
13.013.013.013.013.0
13.013.0 13.013.0
13.013.013.013.013.0
13.013.013.013.013.0
13.013.0 13.013.0
13.013.013.013.013.0
13.013.013.013.013.0
13.013.013.012.013.0
13.012.012.012.0
FLOW AREA
(9)(M2 )
7.476.615.526.3910.64
14.5718.12 8.637.83
6.086.066.516.718.13
13.8316.0718.4020.2919.10
18.4016.93 12.6615.84
15.6116.5616.9315.3514.18
13.768.6013.0611.779.87
7.126.094.553.814.22
4.103.733.402.91
TOTAL (10)(M 2 )
7.476.615.526.3910.64
14.5718.12 8.637.83
6.086.066.516.718.13
13.8316.0718.4020.2919.10
18.4016.93 12.6615.84
15.6116.5616.9315.3514.18
13.768.6013.0611.779.87
7.126.094.553.814.22
4.103.733.402.91
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN WATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE WATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE WIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL WIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE WIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
WATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL WIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOHS. 8 DISTANCE ACROSS WIDTH OF ACTIVE BED: MAXIMUM VALUE IS 13 METERS.9) FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND WATER SURFACE WIDTH.10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW
OVERBANK FLOWS.
84
TABLE 42.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1610, EAST FORK RIVER, NYOMING, 1980
MEAN ELEVATION(2)
DATE TIME DISCHARGE!1)
(M 3/S)
HATERLEVELO)
(M)
ACTIVEBED(4)
(M)
MEAN DEPTH
CHANNEL HIDE(5)
(M)
ACTIVEBED(6)
(M)
HIDTH
HATER SURFACE(7)
(M)
ACTIVE BED(8)
(M)
FLON AREA
(9) (M 2 )
TOTAL(10) (M 2 )
5-13 5-14 5-16 5-19 5-21
5-22 5-24 5-26 5-27 5-28
5-306-01 6-03 6-05 6-07
6-09 6-10 6-11 6-12 6-13
6-14 6-15 6-16 6-17 6-18
6-19 6-20 6-21 6-23 6-25
6-276-297-01 7-03 7-05
7-07 7-09 7-12 7-16 7-20
7-23 7-26 7-29 9-15
11011155100510351030
14541318
10481042
10131023100808070958
11101057093209250929
09390955
09451000
08310851091508361635
15041600102610441100
09581417110313321339
1414095514111110
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519, 23,30, 28,
23.5
12.418.7
17.025.621.418.913.7
12.9
940905805875115
7.4107.629
7.0056.960
835810825840
6.940
345525634729
7.689
7.6297.545
7.2907.474
460535550450365
335955290210
7.050
885805685645655
,655,635,605
6.4276.4086.4116.3866.413
6.494 6^25
6.4326.428
6.4126.4156.4056.3886.421
6.4256.5236.5286.5206.513
6.5026.497
6.4516.492
6.5036.4676.4966.4806.460
6.4576.4066.4346.4436.402
6.4076.3956.3886.3896.372
6.565
6.3826.3786.3646.332
0.464.447.364.450.637
.8401.009
.518
.478
.385
.361
.383
.411
.467
.834
.9241.0071.0871.061
1.026.949
.761
.883
.874
.973
.961
.890
.823
.795
.509
.784
.699
.602
.442
.380
.279
.247
.271
.261
.249
.233
.226
0.513.497.394.489.702
.9161.104
.573
.532
.423
.395
.420
.452
.519
.9201.0021.106
2091.176
1.127 1^048
.839
.982
.9571.0681.054.970.905
.878
.549
.856
.767
.648
.478
.410
.297
.256
.283
.273
.257
.241
.233
17.317.316.416.817.7
18.4 18_18
17.517.6
17.016.917.017.017.5
18.418.518.718.818.8
18.718.6
18.118.7
18. 18, 18, 18,18.4
17.4
17.016.916.315.715.9
15, 15, 15,
15.015.015.015.015.0
15.015.0
15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.0
15.015.0
15.015.015.015.015.0
15.015.015.015.015.0
15.015.015.0
15.7
15.015.015.015.0
8.027.735.987.5611.27
15.4518.96
9.068.41
6.5410
6.516.998.17
15.3417.0918.8320.4319.95
19.19 17^5
13.7716.51
16.1718.1917.7816.3715.14
14.718.7614.1812.5110.47
7.516.414.553.884.30
4.153.903.653.55
8.027.735.987.5611.27
15.45
9.068.41
6.546.106.516.998.17
15.3417.0918.8320.4319.95
19.1917.65
13.7716.51
16.1718.1917.7816.3715.14
14.718.7614.1812.5110.47
7.516.414.553.884.30
4.153.903.653.55
(1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 15 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
85
TABLE 43.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1662, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) HATER a LEVEL13)
(M 3/S) (M)
10481154095410251024
14491258
10321039
10051023100308011000
10471038114612061107
09211140
11121142
10051034103010081520
15021424101510341402
09501430105713291333
1403095014041050
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9 -
. _
6.9656.9256.8206.8957.160
7.4737.682- 7.0356.985
6.8556.8356.8556.8606.975
7.3917.5757.6997.8057.745
7.6697.595
7.3317.565
7.5257.6357.6157.5257.431
7.3817.0007.3317.2507.060
6.9056.8156.6936.6536.663
6.6636.6336.6236.573
ACTIVE BED(4)
(M)
6.0696.1106.0956.1006.094
6.0726.009 6.0315.999
5.9915.8966.0046.0205.996
6.0285.9975.9535.9595.947
5.9435.929- 6.0236.039
5.9946.0066.0255.9966.037
6.0356.0456.1306.0866.11B
6.1226.0145.9365.9475.938
5.9335.9405.9325.936
MEAN DEPTH
CHANNELHIDEI5)
(M)
0.850.762.683.739.991
1.0121.235 .969.941
.824
.780
.804
.797
.898
1.2481.1551.2931.3911.347
1.2711.227- 1.2151.142
1.1251.2121.1811.1121.273
1.245.904
1.1211.085.889
.752
.676
.683
.645
.659
.662
.637
.630
.582
ACTIVE BED(6)
(M)
0.896.815.725.795
1.066
1.4011.673 1.004.986
.864
.939
.851
.840
.979
1.3631.5781.7461.8461.798
1.7261.666- 1.3081.526
1.5311.6291.5901.5291.394
1.346.955
1.2011.164.942
.783
.801
.757
.706
.725
.730
.693
.691
.637
HIDTH
HATER SURFACE(7)
(M)
17.417.817.517.718.0
24,525.0 17.317.5
17.317.417.517.518.3
18.824.725.025.025.0
25.024.5 18.524.5
24.524.524.624.618.9
18.817.818.718.518.2
17.517.514.213.914.0
14.013.813.913.8
ACTIVEBEDI8)
(M)
16.016.016.016.016.0
16.016.0 16.016.0
16.014.016.016.016.0
16.016.016.016.016.0
16.016.0- 16.016.0
16.016.016.016.016.0
16.016.016.016.016.0
16.014.012.012.012.0
12.012.012.012.0
FLOH AREA
(9) (M 2 )
14.7813.5611.9413.0817.84
24.8030.88 16.7616.47
14.2513.5814.0813.9416.43
23.4628.5332.3334.7733.68
31.7730.05 22.4927.97
27.5729.6929.0627.3524.05
23.4016.0920.9620.0816.18
13.1711.849.698.979.23
9.278.788.768.03
TOTAL (10) (M 2 )
14.7813.5611.9413.0817.84
24.8030.88- 16.7616.47
14.2513.5814.0813.9416.43
23.4628.5332.3334.7733.68
31.7730.05 22.4927.97
27.5729.6929.0627.3524.05
23.4016.0920.9620.0816.18
13.1711.849.698.979.23
9.278.788.768.03
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 16 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
86
TABLE 44.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1695, EAST FORK RIVER, HYOMING, 1980
MEAN ELEVATION(2) MEAN DEPTH HIDTH FLOW AREA
DATE TIME DISCHARGE) 1) HATER ACTIVE CHANNEL ACTIVE HATER ACTIVE (9) TOTAL(IO)
5-135-145-165-195-21
5-225-245-265-275-28
5-30-01-03-05-07
-09-10-11-12-13
-14-15-16-17-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
1234
6
I!9) 10)
3 LEVEL(3) BEDU) HIDEI5) BED(fc) SURF ACE (7) BEDI8) 2(M /S) (M) (M) (M) (M) (M) (M) (M 2 )
1041 6.976 6.485 0.472 0.491 17.8 16.0 8.411133 3.74 6.940 6.504 .415 .436 17.9 16.0 7.440950 2.61 6.830 6.511 .304 .319 17.7 16.0 5.371020 3.22 6.906 6.498 .388 .408 17.8 16.0 6.901018 8.31 7.190 6.484 .645 .706 19.1 16.0 12.32
1431 16.7 7.512 .486 .946 1.026 19.7 16.0 18.631220 26.2 7.716 .622 .966 1.094 21.7 16.0 20.97 _ _ _ . . __ __1028 5.67 7.070 .567 .459 .503 19.0 16.0 8.711028 4.74 7.014 .546 .429 .468 18.7 16.0 8.02
1005 3.28 6.880 .543 .313 .337 18.0 16.0 5.641018 3.22 6.853 .521 .322 .332 16.2 15.0 5.211000 3.28 6.870 .537 .308 .333 18.0 16.0 5.550757 3.81 6.880 .531 .334 .349 18.0 16.0 6.010948 4.51 7.006 .534 .431 .472 18.5 16.0 7.98
1055 13.5 7.433 6.545 .834 .888 19.4 16.0 16.181050 19.3 7.601 6.520 .929 1.081 21.7 16.0 20.161128 23.5 7.727 6.562 1.005 1.165 21.8 16.0 21.921134 30.6 7.816 6.604 1.024 1.212 23.0 16.0 23.541050 28.3 7.772 6.632 .981 1.140 23.0 16.0 22.57
0938 23.5 7.707 6.651 .925 1.056 22.1 16.0 20.451120 7.632 6.633 .863 .999 22.1 16.0 19.07
1058 12.4 7.370 6.547 .771 .823 19.7 16.0 15.201119 18.7 7.587 6.527 .905 1.060 22.1 16.0 20.00
0948 17.0 7.546 6.576 .820 .970 21.9 16.0 17.951014 25.6 7.662 6.560 .961 1.102 22.1 16.0 21.251012 21.4 7.632 6.529 .951 1.103 22.1 16.0 21.020950 18.9 7.552 6.539 .867 1.013 22.1 16.0 19.161540 13.7 7.470 6.564 .855 .906 19.9 16.0 17.02
1523 12.9 7.407 6.542 .812 .865 19.8 16.0 16.071429 7.024 6.528 .482 .496 18.4 16.0 8.871008 7.367 6.485 .827 .882 19.8 16.0 16.371026 7.277 6.520 .707 .757 19.7 16.0 13.931409 7.096 6.517 .549 .579 18.7 16.0 10.27
0942 .936 .522 .398 .414 18.4 16.0 7.311436 .846 .496 .333 .350 18.2 16.0 6.061049 .713 .465 .231 .248 15.8 14.0 3.651324 .663 .458 .203 .205 15.1 14.0 3.071332 .683 .463 .212 .220 15.0 14.0 3.17
1357 .683 .455 .209 .228 15.0 13.0 3.130947 .653 .455 .180 .198 14.9 13.0 2.681358 .633 .448 .174 .185 14.3 13.0 2.491035 .581 .298 .265 .283 7.8 7.0 2.07
DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OFHATER LEVEL AND ACTIVE BED.DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS. DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIM&M VALUE IS 16 METERS.FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOHOVERBANK FLOHS.
(M2 )
8.417.445.376.9012.32
18.6320.97 8.718.02
5.645.215.556.017.98
16.1820.1621.9223.5422.57
20.4519.07 15.2020.00
17.9521.2521.0219.1617.02
16.078.8716.3713.9310.27
7.316.063.653.073.17
3.132.682.492.07
87
TABLE 45.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1730, EAST FORK RIVER, NYOMING, 1980
MEAN ELEVATION<2)
DATE
5-135-U5-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE(l) WATER , LEVEL13)
(M-7S) (M)
10301132094110111014
14221155
10161024
09591016094407370940
10321035110711131034
09041105
10451110
09320958095509341545
15431438100010181412
09371441104513171328
1355094213531020
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
_ -
_
7.0006.9566.8506.9207.205
7.5217.740
7.0967.040
6.9006.8676.8906.9007.016
7.4367.6107.7367.8307.785
7.7257.650
7.3927.595
7.5617.6657.6457.5727.471
7.4117.0407.3717.2927.106
6.9466.8606.7306.6806.694
6.6906.6606.6446.590
ACTIVE BEDU)
(M)
6.3906.4136.3986.3946.441
6.4506.476
6.4276.420
6.4076.3856.3946.3966.422
6.4046.4306.4776.4406.445
6.4256.412
6.3656.376
6.3556.3546.3366.3626.379
6.3646.3586.3466.3866.373
6.3736.3736.3736.3756.358
6.3686.3646.3606.345
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.567.513.434.495.632
.902
.995
.620
.578
.475
.465
.479
.486
.562
.659
.935
.9941.1231.067
1.018.977
.917
.951
.9851.0301.033.989.888
.862
.641
.851
.840
.679
.541
.463
.346
.307
.331
.314
.292
.280
.234
ACTIVE BED(6)
(M)
0.610.543.452.526.764
1.0711.264
.669
.620
.493
.462
.496
.504
.594
1.0321.1801.2591.3901.340
1.3001.238
1.0271.219
1.2061.3111.3091.2101.092
1.047.682
1.025.906.733
.573
.487
.357
.305
.336
.322
.296
.284
.245
NIDTH
HATER SURFACE!?)
(M)
15.515.114.715.117.9
18.721.0
15.515.3
14.714.614.714.715.1
18.520.221.021.021.0
21.020.2
16.820.2
19.120.420.219.018.7
18.615.318.616.315.7
15.315.014.514.114.2
14.414.214.113.7
ACTIVE BEDIBJ
(M)
14.014.014.014.014.0
14.014.0
14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.0
14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.014.013.0
FLOH AREA
(9) TOTAL(IO)
(M 2 ) (M 2)
8.797.746.387.4711.31
16.8720.90
9.61B.85
6.996.797.047.148.48
15.8918.8820.8823.5822.41
21.3819.73 15.4119.21
18.8221.0220.8718.7916.60
16.039.8115.8213.6910.65
8.286.945.024.334.70
4.524.143.953.20
8.797.746.387.4711.31
16.8720.90 9.618.85
6.996.797.047.148.48
15.8918.8820.8823.5822.41
21.3819.73 15.4119.21
18.8221.0220.87IB. 7916.60
16.039.8115.8213.6910.65
8.286.945.024.334.70
4.524.143.953.20
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL NIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOWS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED; MAXIMUM VALUE IS 14 METERS.9 FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE WIDTH. 10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
88
TABLE 46.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1766, EAST FORK RIVER, WYOMING, 1980
MEAN ELFVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME
10181110093710051000
14051139
10041007
09481005093107320931
10301022104610451016
09151050
10301050
09100943093809171605
15351442095010101420
09321450103713131323
1346093613481000
DISCHARGE! 1)
(M 3/S)
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
HATERLEVELO)
(M)
7.0146.9776.8606.9377.260
7.5767.795
7.1177.064
6.9176.8976.9156.9177.044
7.4887.6657.7867.8657.815
7.7657.695
7.4167.635
7.6107.7017.6857.5907.486
7.4407.0577.3867.3077.127
6.9576.8676.7406.6806.700
6.6906.6706.6506.600
ACTIVEBEDU)
(Mi
6.2606.3166.3876.4466.357
6.2346.145
6.1496.182
6.1946.1766.3576.3576.322
6.1596.1326.1326.0936.069
6.0846.076
6.0446.026
6.0836.0346.0146.0386.090
6.0796.1166.0956.0566.082
6.1316.1476.1996.2826.362
6.3416.3126.3126.320
MEAN
CHANNELHIDE(5)
(M)
0.641.571.479.445.723
.9181.107
.822
.756
.675
.675
.514
.519
.627
.9671.0121.1011.1951.168
1.1231.064
1.0441.043
.9921.0921.0921.0041.033
1.000.829
1.0031.017
.895
.761
.685
.507
.370
.337
.362
.346
.328
.287
DEPTH
ACTIVEBED(6)
(M)
0.754.661.473.491.903
1.3421.650
.968
.882
.723
.721
.558
.560
.722
1.3291.5331.6541.7721.746
1.6811.619
1.3721.609
1.5271.6671.6711.5521.396
1.361.941
1.2911.2511.045
.826
.720
.541
.398
.338
.349
.358
.338
.280
HIDTH
HATERSURF ACE (7)
(M)
17.016.514.015.719.0
24.426.0
17.016.8
15.115.115.415.316.6
21.725.426.026.026.0
26.026.0
20.525.7
25.426.026.025.421.7
21.517.020.219.017.6
16.015.313.412.613.0
13.212.912.812.3
ACTIVEBED(8)
(M)
14.014.014.014.014.0
14.014.0
14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.0
14.014.0
14.014.014.014.014.0
14.014.014.014.014.0
14.014.012.011.012.0
12.011.011.011.0
FLOH AREA
(9)(M 2 )
10.909.426.716.98
13.74
22.4028.78
13.9712.70
10.2010.197.927.94
10.41
20.9825.7128.6331.0730.37
29.1927.68
21.3926.79
25.1928.3928.3825.5122.42
21.5114.1020.2619.3315.75
12.1810.486.804.674.38
4.784.464.203.53
TOTAL (10)(M 2 )
10.909.426.716.98
13.74
22.4028.78
13.9712.70
10.2010.197.927.94
10.41
20.9825.7128.6331.0730.37
29.1927.68
21.3926.79
25.1928.3928.3825.5122.42
21.5114.1020.2619.3315.75
12.1810.486.804.674.38
4.784.464.203.53
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL. EXCLUDING SHALLOH OVERBANK FLOHS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOHS. 8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 14 METERS.9) FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH.10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW
OVERBANK FLOHS.
89
TABLE 4?.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1800, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATION(2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME
10111110092509450953
13391102
. 09510952
09461005092707290925
10081006101510160952
08451025
10131025
08550916091908591620
15471454094510021427
09251452103113071318
1344093113460950
DISCHARGE(l)«
(MVS)
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
- -
_ _
HATERLEVELO)
(M)
7.0266.9866.8666.9567.270
7.5867.796
7.1207.070
6.9306.9006.9206.9267.056
7.4927.6727.7827.8627.812
7.7627.702
7.4327.638
7.6127.7067.7027.6167.516
7.4667.0667.4167.3407.140
6.9666.8866.7476.6906.712
6.7126.6706.6606.600
ACTIVEBED(4)
(M)
6.6026.6076.5756.5736.528
6.5346.501
6.6076.603
6.6156.5646.5446.5416.516
6.5116.5186.5116.5196.485
6.4706.474
6.5596.508
6.4836.5106.4836.5476.529
6.5726.5996.5956.5646.578
6.6006.5576.3626.2956.304
6.2996.2726.2956.356
MEAN DEPTH
CHANNELHIDE(5)
(M)
0.424.381.291.380.712
.9291.168
. .507.463
.310
.332
.367
.376
.529
.8921.0181.1381.2131.187
1.1491.090
.8231.005
.9941.0641.082
.942
.903
.832
.463
.777
.741
.554
.361
.321
.360
.358
.370
.377
.370
.343
.241
ACTIVEBED(6)
(M)
0.424.379.291.383.742
1.0521.295 .513.467
.315
.336
.376
.385
.540
.9811.1541.2711.3431.327
1.2921.228
.8731.130
1.1291.1961.2191.069
.987
.894
.467
.821
.776
.562
.366
.329
.385
.395
.408
.413
.398
.365
.244
HIDTH
HATERSURFACED)
(M)
19.119.119.419.019.5
22.022.0
19.119.0
19.119.019.219.219.4
21.022.222.022.022.0
22.022.0
20.222.0
22.022.022.022.020.9
20.519.120.119.719.2
19.319.213.212.412.5
12.312.111.911.6
ACTIVEBED(8)
(M)
18.018.018.018.018.0
18.018.0
18.018.0
18.018.018.018.018.0
18.018.018.018.018.0
18.018.0
18.018.0
18.018.018.018.018.0
18.018.018.018.018.0
18.018.012.011.011.0
11.011.011.011.0
FLOH AREA
(9)(M 2 )
8.107.275.647.23
13.89
20.4425.70
9.698.80
5.926.307.047.23
10.26
18.7322.6025.0326.6826.11
25.2723.99
16.6222.12
21.8623.4123.8020.7218.86
17.058.84
15.6114.6010.64
6.976.174.754.444.62
4.644.484.082.80
TOTAL (10)(M 2)
8.107.275.647.23
13.89
20.4425.70
9.698.80
5.926.307.047.23
10.26
18.7322.6025.0326.6826.11
25.2723.99
16.6222.12
21.8623.4123.8020.7218.86
17.058.84
15.6114.6010.64
6.976.174.754.444.62
4.644.484.082.80
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE WATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL WIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE WIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
WATER LEVEL AND ACTIVE BED.7) DISTANCE ACROSS FULL WIDTH OF MAIN CHANNEL. EXCLUDING SHALLOW OVERBANK FLOWS. 8 DISTANCE ACROSS WIDTH OF ACTIVE BED; MAXIMUM VALUE IS 18 METERS.9) FLOW AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-WIDE MEAN DEPTH AND WATER SURFACE WIDTH.10) FLOW AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOW
OVERBANK FLOWS.
90
TABLE 48.- SUMMARY DATA OF MAIN-CHANNEL HYDRAULIC GEOMETRY, SECTION 1830, EAST FORK RIVER, WYOMING, 1980
MEAN ELEVATIONI2)
DATE
5-135-145-165-195-21
5-225-245-265-275-28
5-306-016-036-056-07
6-096-106-116-126-13
6-146-156-166-176-18
6-196-206-216-236-25
6-276-297-017-037-05
7-077-097-127-167-20
7-237-267-299-15
TIME DISCHARGE! 1) HATER , LEVELO)
(M 3/S) (M)
10001036092509350953
13131025
09550958
09441005092307260918
10000951094509400928
08511005
09531008
08350910090708531647
16141500094209581440
09211504102713021311
1338092713330930
3.742.613.228.31
16.726.2
5.674.74
3.283.223.283.814.51
13.519.323.530.628.3
23.5
12.418.7
17.025.621.418.913.7
12.9
__
__
7.0547.0146.8946.9647.278
7.6137.813
7.1447.089
6.9496.9196.9396.9397.069
7.4987.6887.7947.8797.838
7.7797.713
7.4487.649
7.6287.7097.7097.6297.510
7.4607.0807.4307.3507.150
6.9806.8906.7706.7006.720
6.7146.6846.6646.614
ACTIVE BEDU)
(M)
6.6086.6176.6026.6016.580
6.6166.624
6.6366.623
6.6046.5976.5876.590
, 6 . 588
6.5756.6116.6196.6456.623
6.6076.622
6.5946.575
6.5956.5966.6206.6246.613
6.6386.6126.6166.6286.634
6.6036.5936.5406.4206.458
6.4196.3996.3806.385
MEAN DEPTH
CHANNEL HIDE(5)
(M)
0.439.388.291.366.675
.9611.157
.499
.457
.338
.319
.346
.342
.468
.9021.0431.1451.2031.185
1.1501.057 .848
1.045
1.0051.0771.063
.986
.892
.818
.463
.802
.714
.509
.383
.296
.250
.249
.261
.249
.232
.217
.198
ACTIVE BEDI6)
(M)
0.446.397.292.363.698
.9971.189 .508.466
.345
.322
.352
.349
.481
.9231.0771.1751.2341.215
1.1721.091 .854
1.074
1.0331.1131.0891.005
.897
.822
.468
.814
.722
.516
.377
.297
.230
.280
.262
.295
.285
.284
.229
HIDTH
HATER SURFACE!?)
(M)
25.225.024.524.325.3
25.926.0
25.125.4
24.924.424.724.825.0
25.326.026.026.026.0
26.026.0
25.226.0
25.926.026.026.025.4
25.525.625.725.725.5
24.624.920.218.418.6
18.818.017.917.2
ACTIVE BED(B)
(M)
22.022.022.022.022.0
22.022.0
22.022.0
22.022.022.022.022.0
22.022.022.022.022.0
22.022.0
22.022.0
22.022.022.022.022.0
22.022.022.022.022.0
22.022.019.014.016.0
14.013.012.013.0
FLOH AREA
(9) (M 2 )
11.079.697.138.90
17.07
24.8930.09
12.5211.60
8.407.808.548.48
11.69
22.8227.1129.7631.2730.81
29.8927.47
21.3627.18
26.0228.0027.6325.6322.66
20.8611.8520.6218.3512.98
9.437.375.054.584.86
4.684.173.893.40
TOTAL (10) (M2 )
11.079.697.138.90
17.07
24.8930.09
12.5211.60
8.407.808.548.48
11.69
22.8227.1129.7631.2730.81
29.8927.47
21.3627.18
26.0228.0027.6325.6322.66
20.8611.8520.6218.3512.98
9.437.375.054.584.86
4.684.173.893.40
1 DISCHARGE LISTED IS THAT AT SECTION 0000 AT THE TIME SECTION 0000 HAS MEASURED.2 ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.3 MEAN CENTERLINE HATER LEVEL DETERMINED FROM LEFT- AND RIGHT-BANK STAFF GAGES.4 MEAN BED ELEVATION OVER THE ACTIVE HIDTH OF THE STREAMBED.5 MEAN DEPTH ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOW OVERBANK FLOWS.6 MEAN DEPTH OVER THE ACTIVE HIDTH OF THE STREAMBED; EQUALS DIFFERENCE IN MEAN ELEVATION OF
HATER LEVEL AND ACTIVE BED.7 DISTANCE ACROSS FULL HIDTH OF MAIN CHANNEL, EXCLUDING SHALLOH OVERBANK FLOWS.8 DISTANCE ACROSS HIDTH OF ACTIVE BED: MAXIMUM VALUE IS 22 METERS.9 FLOH AREA OF MAIN CHANNEL: EQUALS PRODUCT OF CHANNEL-HIDE MEAN DEPTH AND HATER SURFACE HIDTH. 10) FLOH AREA INCLUDING SEPARATELY-MEASURED SECONDARY CHANNELS, IF ANY, BUT EXCLUDING SHALLOH
OVERBANK FLOHS.
91
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, HYOMING, 1980
SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
16451645164416441643
16431642164216411641
16401640163916391638
16381637163716361636
16351635163416341633
16331632163216311631
16301625162916281627
16261625162416231622
16201619161816171615
16131600155715541551
15481545154215391536
15331530152915281527
15241523152215211520
15191519151915141512
5-12
BANK LEFT RIGHT
5.645.675.685.715.71
5.725.765.775.815.82
5.845.855.875.885.87
5.905.915.91*5.976.00
6.026.036.046.056.06
6.06fc.076.076.086.10
6.126.146.156.146.18
6.216.286.316.376.40
6.416.416.446.466.47
6.486.516.516.526.52
6.556.566.576.586.58
6.596.616.636.646.65
6.706.726.756.786.79
6.846.876.896.896.91*
5.625.665.705.735.71
5.745.765.795.825.83
5.84*5.85*5.87*5.855.88
5.885.91*5.915.976.00
6.01*6.036.046.046.05*
6.046.076.076.086.09
6.136.15*6.136.176.21
6.296.326.376.386.40
6.406.406.466.466.49
6.506.506.516.526.53*
6.556.556.586.586.60
6.606.616.626.636.67
6.686.706.746.756.77
6.866.866.886.896.91
TIME
15361535153415291527
15261525152315101508
15041503150014591450
14481446144314401432
14301421142014151410
14071406140514001359
13551354134813471345
13441335133413261325
13201317131613151220
12191213121212081206
12041203115211501149
11481141113911381137
11311130112911251118
11171116111311111110
5-13
BANK LEFT RIGHT
5.575.605.625.655.64
5.665.695.705.755.75
5.765.785.805.815.81
5.835.845.85*5.915.94
5.965.975.985.995.99
6.006.006.006.026.03
6.076.076.096.086.13
6.166.236.276.326.35
6.366.366.396.41*6.42
6.436.466.466.476.46
6.506.516.516.526.53
6.526.556.586.596.61
6.656.696.706.736.74
6.806.826.846.846.85*
5.555.615.635.665.65
5.695.695.725.755.76
5.785.78*5.795.785.81
5.815.855.855.925.93
5.955,965.985.975.99
5.986.006.016.026.01
6.076.08*6.086.116.17
6.246.266.316.336.35
6.356.376.406.416.43
6.446.456.466.476.47*
6.506.506.526.536.54
6.556.556.576.576.62
6.636.646.696.716.74
6.826.816.846.846.86
TIME
17301530172015061705
17101700171517001655
16461748174516501635
16401625161016051620
16001600154516151600
15391534155015351530
15151520151515201510
15101500151014551455
14451455144014501432
14051350140013451355
13411345133013201320
13251312133513111310
12551300124512551240
13051242123512201235
DATE5-14
BANK LEFT RIGHT
5.51 5.50*5.55 5.555.57 5.585.59 5.605.58 5.59
5.60 5.635.63 5.645.65 5.675.69 5.695.70* 5.70
5.71 5.725.72 5.72*5.74 5.73*5.75 5.735.75 5.75
5.77 5.755.79 5.795.80* 5.805.85 5.875.88 5*. 88
5.90 5.895.92 5.915.94 5.935.93 5.935.93 5.93
5.94 5.935.96 5.945.95 5.965.96 5.975.97 5.96
6.02 6.026 . 02 6 . 03*6.04 6.036.04 6.066.08 6.12
6.13 6.206.18 6.236.23 6.286.28 6.296.31 6.31
6.32 6.306.32 6.336.34 6.356.35* 6.366.36 6.37
6 . 38 6 . 396.41 6.406.40 6.416.41 6.426.41 6.42*
6.45 6.446 . 46 6 . 446.45 6.476.47 6.476.47 6.48
6.47 6.496.51 6.516.53 6.526.54 6.536.56 6.57
6.61 6.586.63 6.626.66 6.656.68 6.656.70 6.70
6.76 6.786.78 6.776.79 6.796.80 6.806.81* 6.81
TIME
15151512151015001455
14551450133014351430
14251425142014101407
14001354134513401337
13351333132513221320
13151310130713051300
12551255125012521247
12451240123812361228
12231225122512201145
11451145114011351130
11251125112311151110
11071105110010551055
10551035103010301028
10251020101710141012
5-16
BANK LEFT RIGHT
5.42 5.415.47 5.465.48 5.495.51 5.52*5.49 5.52*
5.52 5.54*5.55 5.55*5.57* 5.58*5.61 5.615,62* 5.62
5.63 5.645.64 5.64*5.66 5.65*5.67* 5.65*5.67 5.67*
5.69* 5.67*5.72 5.725.73* 5.73*5.77 5.795.80* 5.80*
5.83 5.82*5.86* 5.845.85* 5.855.85* 5.85*5.86 5.86*
5.86* 5.855.87 5.875.88 5.88*5.88 5.88*5.89 5.88*
5.94 5.955.95* 5.96*5.96* 5.965.98 6.00*6.02 6.07
6.11* 6.136.13 6.16*6.18* 6.226.23 6.236.24* 6.24
6.25 6.24*6.26* 6.276.28* 6.286.28* 6.296.29* 6.30
6.30* 6.316.32 6.326.32 6.33*6.33 6.33*6.33 6.34*
6.36 6.366.37* 6.366.37 6.38*6.37* 6.386.38 6.39*
6.39* 6.406.43 6.436 . 45 6 . 456 . 46 6 . 466.46 6.48
6.52* 6.506.55* 6.536.57* 6.566.60 6.586.61 6.62
6.67 6.696.68 6.696.69 6.706.71 6.716.71* 6.72
TIME
15251522152015141510
15051500145514511450
14451442143914351430
14281424142114151414
14091405140013581352
13501345144513391335
13301328132313181315
13161308130613051255
12501254125112181215
12101202115811551154
11521146114011401139
11301125112511211118
11151113110711051100
10591055105010451047
5-19
BANK LEFT RIGHT
5.47 5.47*5.53 5.535.54 5.555.56 5.575.56 5.56
5.60 5.615.62 5.625.62* 5.645.67 5.685.69* 5.69
5.70 5.705.70 5.70*5.73 5.725.75 5.715.75 5.76
5.78 5.765.79 5.795.80* 5.805.83 5.845.85* 5.85
5.88 5.875.92* 5.895.90 5.915.90 5.905.91 5.91
5.91* 5.905.92 5.925.93 5.945.94 5.945.95 5.95
6 . 00 6 . 006.01 6.02*6.03 6.026.03 6.056.08 6.12
6.12 6.186.17 6.226.23 6.276.28 6.296.30 6.30
6.31 6.296.31* 6.326.32* 6.346.34* 6.356.35 6.36
6.37 6.386.39 6.386.38 6.396 . 40 6 . 406.39 6.40*
6.43 6.426.44 6.436 . 44 6 . 456.44 6.466 . 47 6 . 47
6.48 6.496.50 6.506.52 6.516.52 6.516.52 6.53
6.57* 6.556.60 6.576.62 6.626.66 6.636.67 6.67
6.73 6.756.74 6.746.77 6.776.77 6.776.78* 6.78
92
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS!1), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
5-12
BANK -SECTION
15731594161016401662
16781695171417301750
17661784180018151830
TIME
15101507150415001458
14571455145414531452
14511450144914481447
LEFT
6.916.96*6.997.027.01
7.027.037.037.047.05
7.067.067.077.087.11
RIGHT
6.926.966.986.997.01
7.027.037.057.057.06
7.077.077.087.097.10
TIME
11061105110111001055
10471041104010301029
10181017101110101000
5-13
BANK -LEFT
6.856.91*6.956.976.97
6.976.976.997.007.00
7.007.017.027.037.06
RIGHT
6.876.936.936.956.96
6.976.987.007.007.01
7.027.027.037.047.05
TIME
12221205115512051154
11501133115011321129
11101118111010451036
DATE
5-14
BANK -LEFT
6.816.87*6.916.926.93
6.936.946.946.956.96
6.976.976.986.997.02
RIGHT
6.816.876.906.916.92
6.936.946.966.966.96
6.986.986.997.007.01
TIME
10101017100510000954
09520950094509410938
09370930092509270925
5-16
BANK LEFT
6.726.77*6.816.82*6.82
6.82*6.836.84*6.856.86*
6.86*6.86*6.86*6.87*6.90
RIGHT
6.72*6.786.80*6.B16.82
6.826.B3*6.856.B5*6.85
6.866.86*6.876.88*6.89
TIME
10421040103510341025
10251020101810111008
10050950094509380935
5-19
BANK - LEFT RIGHT
6.78 6.786.84* 6.856.88 6.B76.88 6.87*6.90 6.B9
6.90 6.896.90 6.916.91 6.916.92 6.926.93* 6.93
6.93 6.946.94 6.956.95 6.966.96 6.966.97 6.96
93
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
14381437143514321430
14281427142614241423
14221420141914171415
14141412141014091408
14061405140314011400
13581356135413521350
13491347134613441342
13401339133713361334
13331331133013281326
13241322132113201319
13181317131513131312
13101309130713061302
13001259125812571255
12521200124812471246
5-20
BANK LEFT RIGHT
5.545.595.615.645.64
5.665.695.695.755.74
5.765.775.805.815.82
5.855.865.87*5.895.91
5.935.955.965.965.97
5.975.995.996.006.01
6.066.066.096.086.13
6.166.226.276.326.35
6.356.356.386.40*6.40
6.426.446.436.456.45
6.476.506.506.516.53
6.546.566.586.586.58
6.616.646.676.706.71
6.786.806.816.836.84*
5.525.595.615.655.64
5.685.685.715.755.75
5.775.77*5.785.785.82
5.835.865.87*5.905.92
5.925.945.965.965.96
5.965.995.996.016.00
6.066.07*6.086.106.16
6.256.276.316.336.35
6.346.376.396.406.42
6.436.446.446.456.46*
6.476.486.516.516.53
6.556.566.576.576.59
6.606.626.666.676.71
6.796.796.826.836.84
TIME
14381437143514341432
14311429142814261425
14231422142114201419
14181417141614151414
14131411141014081406
14041403140114001357
13541353135113491347
13461345134513441344
13431343134213421342
13411341134013401339
13361334133313311329
13271325132313211317
13151314131313111310
13091307130613051304
5-21
BANK LEFT RIGHT
5.795.825.835.895.89
5.925.945.955.995.98
6.006.016.046.066.09
6.106.126.116.156.16
6.176.196.206.216.23
6.246.256.256.266.29
6.316.326.346.346.36
6.376.446.456.516.54
6.556.556.596.616.63
6.646.676.666.686.67
6.746.756.766.776.78
6.796.836.846.846.84
6.876.886.936.936.93
6.997.017.037.047.06*
5.775.835.855.905.89
5.935.925.965.985.99
6.006.006.026.036.08
6.086.126.166.156.15
6.166.196.206.206.22
6.226.256.266.286.28
6.326.336.336.366.37
6.446.476.516.536.55
6.546.556.616.626.64
6.656.676.676.686.68
6.706.736.776.796.80
6.826.836.836.846.85
6.846.866.896.916.92
7.007.017.037.037.06
TIME
15251520152015121515
15151510151015001455
14501458144414451440
14351430143014251415
14251420141414101410
14051400135713551353
13501345134013331330
13301335132513201320
13101305131013101253
12531233124512421240
12411140114111561132
11351130112511251120
11151110111011051100
10551050104510451045
DATE5-21
LEFT
5.795.815.825.885.88
5.915.935.945.995.97
6.006.016.046.066.09
6.106.126.12*6.146.16
6.186.196.206.216.23
6.236.256.256.266.29
6.316.336.356.346.36
6.366.446.456.506.54
6.566.556.596.606.62
6.646.676.666.696.67
6.746.766.776.786.79
6.816.846.866.866.86
6.896.896.946.936.95
7.017.027.037.067.06*
RIGHT
5.78*5.825.845.89*5.88
5.925.915.955.985.98
6.006.006.036.036.07
6.086.12*6.12*6.146.15
6.156.196.206.206.22
6.226.256.266.276.28
6.326.336.366.366.37
6.456.476.516.536.55
6.546.556.616.626.64
6.666.676.686.686.68
6.706.736.786.796.82
6.836.846.856.856.86
6.866.876.906.916.93
7.017.037.047.057.07
TIME
12401241124212431244
12451246124712401249
12501251125212531254
12551256125212581259
13001301130213031304
13051306130713081309
13101310131213131314
13151316131713181319
13201321132213231324
13251326132713281329
13301331133213331334
13351336133713381339
13401341134213431344
13451346134713481349
5-22
BANK LEFT RIGHT
6.176.216.24*6.296.31
6.316.316.336.356.35
6.376.386.436.456.48
6.486.506.496.556.57
6.576.586.586.606.63
6.636.656.656.656.69
6.716.726.756.746.77
6.776.806.796.846.89
6.916.916.926.966.97
6.997.027.027.047.06
7.117.117.117.137.13
7.137.187.207.217.21
7.257.257.26*7.267.27
7.317.327.327.367.37*
6.176.236.256.316.30
6.326.316.346.376.37
.37
.36
.39
.41
.45
.46
.48
.546.526.53
6.546.576.586.586.61
6.606.646.656.686.67
6.736.726.776.776.76
6.83*6.856.856.886.89
6.896.926.966.967.00
7.017.027.037.047.04
7.087.077.137.147.16
7.177.187.197.197.20
7.207.207.23*7.247.25
7.307.357.337.347.37
TIME
13381336133413311328
13251322132013171314
13111308130513021259
12561253125112491247
12451242124012371235
12321230122712241222
12191216121312091205
12021159115611531150
11481145114211391137
11351144114511461147
11511155115712001203
12051206120712121216
12181220122212251225
12261227122812301232
5-23
LEFT RIGHT
6.48 6.516.54 6.556.56 6.566.62 6.656.66 6.65
6.65* 6.676.70 6.676.70 6.696.70 6.706.70 6.70
6.71 6.706.72 6.726.76 6.726.78 6.736.80 6.78
6.82 6.806.83 6.826.83 6.886.90 6.856.89 6.86
6.92 6.876.92 6.906.94* 6.94*6.95 6.946.99 6.96
6.99 6.987.00 7.007.01 7.007.00 7.037.04 7.03
7.06 7.087.09 7.107.10 7.117.09 7.127.11 7.12
7.09 7.14*7.14 7.19*7.15 7.19*7.23 7.217.22 7.21
7.22 7.257.25 7.257.27 7.307.28 7.297.29 7.33
7.32 7.337.36 7.36*7.38 7.377.39 7.397.41 7.40
7.44* 7.437.45 7.427.44 7.457.45 7.467.46 7.48
7.47 7.487.51 7.507.50 7.507.52 7.497.53 7.52
7.55 7.537.55 7.537.56 7.547.55 7.547.57 7.54
7.59 7.577.58 7.597.58 7.597.61 7.607.62* 7.62
94
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS!1), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION
1573 1594 1610 1640 1662
1678 1695 1714 1730 1750
1766 1784 1800 1815 1830
TIME
1245 1157 1156 1153 1151
1149 1147 1145 1144 1142
1140 1139 1137 1135 1130
5-20
BANK LEFT RIGHT
6.83 6.86* 6.90 6.92 6.92
6.93 6.94 6.95 6.95 6.96
6.98 7.00 7.00 7.01 7.03
6.84 6.88 6.88 6.90 6.92
6.93 6.94 6.96 6.96 6.98
6.99 6.997.01 7.02 7.01
TIME
1302 1301 1300 125B 1257
1256 1254 1253 1252 1251
1249 1248 1247 1246 1245
5-21
BANK - LEFT RIGHT
7.07 7.09* 7.11 7.17 7.15
7.16 7.17 7.18 7.19 7.20
7.23 7.24 7.25 7.24 7.27
7.06 7.09 7.09 7.12 7.14
7.16 7.17 7.20 7.20 7.23
7.25 7.25 7.26 7.26 7.26
TIME
1040 1040 1035 1030 1030
1025 1017 1025 1015 1015
1005 1005 1000 1000 0952
DATE5-21
BANK - LEFT RIGHT
7.06 7.10* 7.12 7.17 7.17
7.17 7.19 7.19 7.20 7.21
7.26 7.25 7.27 7.27 7.29
7.07 7.11 7.11 7.14 7.15
7.17 7.19 7.21 7.21 7.24
7.26 7.27 7.27 7.28 7.27
TIME
1350 1351 1352 1353 1354
1355 1356 1357 1358 1359
1400 1401 1402 1403 1404
5-22
BANK ~ LEFT RIGHT
7.37 7.40* 7.44 7.50 7.49
7.49 7.50 7.50 7.52 7.54
7.57 7.57 7.58 7.58 7.61
7.36 7.41 7.41 7.45 7.47
7.48 7.53 7.53 7.53 7.54
7.58 7.59 7.59 7.60 7.59
TIME
1233 1235 1236 1237 1238
1239 1242 1243 1245 1247
1250 1252 1254 1255 1256
5-23
LEFT
7.65* 7.65* 7.68* 7.72 7.71
7.71 7.72 7.73 7.74 7.76
7.78* 7.77 7.79 7.80 7.82
RIGHT
7.63 7.64 7.64 7.66 7.68
7.70 7.74 7.75 7.75 7.78*
7.81 7.80 7.80 7.81 7.80
95
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS!1), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
5-24
BANK SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
10001002100310051007
10091010101210141015
10171019102010211023
10251026102810301031
10331034103610371039
10411042104310451046
10461049105010521053
10551056105811001101
11031105110611081109
11101112111311151116
11171119112111231125
11261127112811291130
11321134113511361137
11391140114211431145
LEFT
6.506.546.586.616.65
6.64*6.696.696.696.69
6.726.726.756.776.80
6.816.836.836.896.91
6.936.946.946.966.99
7.017.017.017.017.05
7.067.087.107.107.11
7.117.147.147.20*7.24
7.247.257.317.317.33
7.347.397.387.407.42
7.457.457.457.467.46
7.467.507.517.527.53
7.557.557.567.567.57
7.587.587.587.627.62*
RIGHT
6.516.556.566.656.64*
6.666.666.676.706.69
6.706.726.726.746.78
6.806.826.886.856.89
6.906.936.946.956.98
7.007.017.017.047.04
7.087.107.117.127.11
7.16*7.19*7.20*7.257.23
7.257.277.327.337.36
7.36*7.38*7.387.407.41
7.447.437.457.477.48
7.497.507.507.507.52
7.527.527.547.537.53
7.587.597.597.607.62
TIME
13171318131913211322
13231325132613281329
13301331133313341336
13371339134013421343
13451346134813491350
13511352135413551356
13581359140114021403
14041405140614081409
14101411141214131414
14161417141814191421
14221423142414261427
14281430143214331435
14361437144014421444
14461448145014521454
5-26
~-~-~ B AN K ~-~"~"~LEFT RIGHT
5.84 5.825.86 5.875.86 5.885.91 5.925.91 5.91
5.94* 5.955.96 5.965.97 5.996.01 6.026.01 6.02
6.02 6.036.04 6.04*6.06 6.056.08 6.056.10* 6.08
6.11 6.096.12 6.116.10 6.166.21 6.186.24 6.23
6.25 6.246.27 6.266.28 6.276.28 6.276.29 6.29
6.30 6.286.29 6.296.29 6.296.30 6.316.33 6.31
6.34 6.356.35 6.366.38 6.38*6.38 6.406.39 6.42
6.43 6.49*6.50 6.53*6.52 6.57*6.56 6.596.61 6.61
6.62 6.636.63 6.626.66 6.686.69 6.696.69 6.71
6.70 6.716.71 6.716.70 6.726.72 6.726.72 6.72
6.75* 6.736.77 6.756.77 6.786.78 6.796.78 6.80
6.78 6.806.80 6.806.82 6.816.82 6.816.84 6.85
6.88 6.856.91 6.886.93 6.906.93 6.916.94 6.93
7.01 7.027.03 7.037.04 7.057.07 7.057.08* 7.08
DATE5-27
BANK -TIME
16101607160516031600
15551550154815441542
15401538154315331528
15201515150615041500
14581450144514451444
14401430142714261415
14091409140914051357
14011349134513401341
13311330132513291315
13201309130013001300
12551251125212001200
12001151114011401132
11321133112611201120
11191105110511051104
LEFT
5.645.685.685.715.70
5.735.775.785.835.82
5.845.855.875.895.88
5.905.915.916.036.05
6.086.096.106.106.11
6.116.116.116.126.13
6.166.166.196.206.22
6.286.356.376.426.45
6.476.486.516.51*6.53
6.536.546.546.556.55
6.596.586.606.61*6.62
6.636.646.666.686.69
6.746.776.816.806.82
6.906.916.936.956.96*
RIGHT
5.63*5.675.695.715.71
5.755.785.805.835.83
5.85*5.85*5.865.865.88
5.905.905.906.036.06
6.076.086.096.096.10
6.106.116.116.136.12
6.166.17*6.196.226.26
6.336.366.426.446.46
6.466.476.526.526.54
6.546.546.546.556.56
6.586.596.606.626.63
6.646.656.646.676.70
6.726.746.786.786.81
6.906.916.936.946.96
TIME
15591547154715401542
15401534153515301532
15251520151515201512
15151510151214581505
15001458145314391439
14351433142514221415
14101405140214001356
13531350134113391350
13451235123412331231
12301216122512211210
12061212120011541154
11451135114511431125
11241132112811201110
11211108110310581103
5-28
BANK LEFT RIGHT
5.58 5.565.62 5.615.62 5.635.65 5.655.65 5.66
5.68 5.705.71 5.715.72 5.745.77 5.775.78 5.78
5.78 5.795.79 5.79*5.82 5.815.81 5.805.82 5.82
5.84 5.835.86 5.85*5.86* 5.86*5.98 5.98*6.01 6.02
6.03 6.026.04 6.046.05 6.046.05 6.046.05 6.06
6.06 6.056.06 6.066.06* 6.066.07 6.086.08 6.07
6.11 6.116.12 6.13*6.15 6.146.16 6.186.19 6.22
6.23 6.296.29 6.326.34* 6.386.38 6.396.41 6.41
6.42 6.416.43* 6.446.44* 6.466.47* 6.486.47* 6.49
6.49 6.506.50 6.506.50 6.506.51 6.516.51 6.52*
6.53 6.546.55 6.556.56 6.566.56* 6.566.57 6.57
6.57 6.596.59 6.606.62 6.616.63 6.626.64 6.64
6.69 6.676.72 6.706.77 6.736.76 6.736.77 6.77
6.85 6.866.87 6.876.88 6.896.90 6.906.91* 6.92
TIME
13051304130312491248
12481247124512441243
12431242124212411229
12281227122612261225
12251224122312221222
12211220121912191218
12031202120112001159
11581158115711561155
11441143114311421142
11411141114011391138
11381138113711371126
11251124112311231122
11221121112011191118
11171116111511141113
5-29
BANK ~"~*~--'LEFT RIGHT
5.55 5.545.60 5.605.61 5.625.64 5.645.64 5.64
5.66 5.685.69 5.695.70 5.71*5.75 5.755.74 5.76
5.76 5.775.78 5.78*5.80 5.795.81 5.785.82 5.81
5.82 5.825.84 5.84*5.84* 5.84*5.95 5.95*5.98 5.99
6.01 6.006.03* 6.016.03 6.036.03* 6.026.03 6.03
6.04 6.026.03 6.036.04* 6.046.05 6.056.06 6.06
6.09 6.096.10 6.11*6.13* 6.136.14 6.166.16 6.20
6.22 6.256.27 6.296.30* 6.346.34 6.366.37 6.37
6.38 6.376.38* 6.396.41* 6.426.41* 6.426.41* 6.43
6.43 6.446.44 6.446.44 6.446.45 6.456.45 6.46*
6.47 6.486.48* 6.486.49 6.506.49* 6.506.50* 6.51
6.51 6.526.53 6.546.56 6.566.57 6.56*6.59 6.60
6.63 6.626.66 6.646.70 6.686.71 6.696.72 6.72
6.79 6.816.82 6.816.83 6.836.84 6.846.85* 6.86
96
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(1), IN METERS, EAST FORK RIVER, HYOHING, 1980 CONTINUED
SECTION
1573 1594 1610 1640 1662
1678 1695 1714 1730 1750
1766 1784 1800 1815 1830
TIME
1147 1148 1150 1151 1153
1154 1155 1156 1158 1159
1200 1202 1203 1205 1206
5-24
BANK - LEFT RIGHT
7.65* 7.65* 7.66* 7.69 7.70
7.70 7.71 7.72 7.73 7.75
7.79* 7.77 7.78 7.80 7.82
7.62 7.64 7.62 7.65 7.67
7.69 7.73 7.75 7.75 7.77*
7.79 7.80 7.80 7.80 7.80
TIME
1457 1459 1502 1505 1507
1509 1512 1514 1516 1518
1520 1521 1523 1525 1526
5-26
BANK LEFT RIGHT
7.09* 7.10* 7.14* 7.17 7.18
7.19* 7.20 7.20 7.22 7.22
7.25* 7.25 7.25 7.26 7.30
7.097.11 7.12 7.15 7.16
7.19* 7.20 7.23 7.23 7.25*
7.26 7.26 7,26 7.26 7.27
TIME
1052 1050 1048 1047 1032
1030 1028 1018 1016 1010
1004 0955 0951 0955 0955
DATE5-27
BANK - LEFT RIGHT
6.97* 6.97 6.99* 6.99 7.01* 7.00 7.04 7.02 7.04 7.03
7.05 7.05 7.07 7.07 7.08 7.10 7.09 7.10 7.09 7.11*
7.11* 7.12 7.11 7.12 7.12 7.12 7.12 7.14 7.15 7.14
TIME
1057 1052 1042 1050 1039
1030 1028 1035 1024 1018
1007 1008 0952 0955 0958
5-28
BANK - LEFT RIGHT
6.92 6.92 6.93* 6.94 6.96 6.96 6.99 6.97 6.99 6.98
7.00 7.00 7.02 7.01 7.04 7.04 7.04 7.04 7.04* 7.05
7.05 7.07 7.06 7.06 7.07 7.07 7.07 7.08 7.10 7.08
TIME
1113 1112 1111 1108 1107
1106 1105 1103 1103 1102
1050 1049 1048 1047 1046
5-29
BANK LEFT RIGHT
6.86 6.86 6.89* 6.89 6.90 6.90 6.92 6.91 6.93 6.91
6.94* 6.94 6.95 6.95 6.96 6.97 6.97 6.97 6.97* 6.98
6.97 6.99 6.99 6.99* 6.99 7.00 7.00 7.01 7.03 7.01
97
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
14041403140114081408
14061404140013561355
13511345134213431343
13401337133413321323
13231320131913201320
13151312131013031303
13001250124812491246
12421239123712331231
12311240124011401147
11451146114011381133
11321133113111301129
11231115111611141109
11071104110210581056
11001052105410461045
5-30
BANK LEFT RIGHT
5.47 5.465.52 5.525.54 5.545.55 5.555.55 5.56
5.58 5.595.60 5.605.62 5.635.66 5.665.67* 5.67
5.68 5.695.69 5.69*5.71 5.705.72 5.705.72 5.72
5.74 5.735.77 5.77*5.77* 5.77*5.88 5.895.93* 5.93
5.94 5.945.96* 5.945.96 5.955.96* 5.955.96 5.96*
5.97 5.955.96 5.965.97 5.975.97 5.985.98 5.96
6.02 6.026.04 6.05*6.08* 6.076.08 6.10*6.11 6.14
6.15 6.196.20 6.23*6.23* 6.27*6.27 6.286.30 6.30
6.31 6.296.31* 6.326.33* 6.346.34* 6.356.35* 6.37
6.36 6.366.37 6.366.36 6.376.38 6.386.38 6.39*
6.40 6.406.41 6.416.42 6.436.42* 6.436.43 6.44
6.44 6.446.47 6.466.50 6.50*6.51 6.50*6.53 6.53
6.57 6.556.60 6.586.63 6.616.65 .626.66 .66
6.73 .756.75 .746.76 .776.78 .786.79* .79
TIME
14001400135113371350
13501338133513351335
13261326132513471345
13201310131213101307
13001300125713001258
12561246124312411250
12361236123012301228
12251225122312201220
12101210121011411139
11401137113011271124
11201124111611131115
11361110110810591104
10581055105310511049
10461042104510381035
6- 1
LEFT
5.475.525.535.565.55
5.575.605.615.665.66*
5.675.685.705.71*5.73
5.755.775.77*5.875.92*
5.925.95*5.955.955.95
5.955.955.955.965.97
6.026.046.066.076.10
6.136.166.22*6.266.28
6.306.29*6.32*6.32*6.33*
6.356.356.35*6.366.36
6.386.406.406.40*6.41
6.426.466.486.496.50
6.556.586.616.636.64
6.716.736.746.766.77*
RIGHT
5.465.515.545.565.56
5.595.605.635.665.66
5.685.68*5.705.695.72
5.735.77*5.77*5.865.92
5.925.935.945.945.95
5.945.955.955.975.96
6.016.05*6.076.09*6.12
6.166.20*6.26*6.276.28
6.286.306.336.336.35
6.356.356.35*6.366.37
6.396.396.416.416.42
6.446.466.486.506.52
6.536.566.586.616.65
6.736.726.766.766.77
TIME
16411640162916081600
16001557154615421540
15391535152215191515
15081505145814581456
14531440143714361432
14271422141314081359
13551352135013431340
13351333132813251320
13161312131013071306
12211217121212071205
12011155115011411138
11331130112711221118
11151107110411021100
10511047104010371030
DATE6- 3
~ ~"B A N K ~ LEFT RIGHT
5.48 5.465.52 5.525.54 5.545.56 5.565.55 5.56
5.58 5.605.60 5.615.61 5.645.67 5.675.67* 5.67
5.68 5.695.69 5.69*5.72 5.715.73 5.705.75 5.74
5.77 5.765.79 5.79*5.78* 5.78*5.87 5.865.91* 5.91
5.92 5.925.95* 5.935.94 5.945.94 5.945.95 5.95
5.96 5.945.95 5.955.95 5.955.97 5.975.98 5.96
6.03 6.036.05 6.06*6.08 6.076.08 6.10*6.10 6.13
6.14 6.176.17 6.21*6.23 6.26*6.27 6.286.29 6.29
6.30 6.286.30* 6.316.33* 6.336.33* 6.346.34* 6.35
6.35 6.366.36 6.366.36 6.366.37 6.376.37 6.37
6.39 6.406.41 6.406.41 6.426.41* 6.426.43 6.44
6.45 6.466.48 6.486.49 6.496.50 6.506.50 6.51
6.56 6.526.58 6.566.63 6.606.64 6.626.65 6.65
6.72 6.746.74 6.736.75 6.776.78 6.776.79* 6.79
TIME
120B1206120512021200
11591156115411521150
11491147114511431141
11401138113611341132
11301128112711251123
11211120111711151113
11121110110811071106
11041102110010591057
10551053105310501048
10471045104310411040
10381037103510331032
10301029102710251022
10201018101710151014
10111008100710051004
6- 4
BANK LEFT RIGHT
5.46 5.455.52 5.515.53 5.545.55 5.555.54 5.55
5.57 5.595.60 5.605.60 5.625.65 5.665.66* 5.66
5.67 5.685.69 5.69*5.70 5.705.72 5.695.74 5.73
5.76 5.755.78 5.78*5.78* 5.78*5.86 5.855.89* 5.89
5.91 5.905.94* 5.925.93 5.935.93 5.925.93 5.94
5.94 5.935.94 5.935.94 5.945.96 5.965.97 5.95
6.02 6.026.04 6.05*6.06 6.066.07 6.09*6.09 6.11
6.12 6.166.17 6.20*6.22 6.26*6.26 6.276.28 6.28
6.29 6.276.30* 6.306.31* 6.326.32* 6.336.33* 6.34
6.34 6.346.34 6.346.34 6.356.35 6.366.35 6.36
6.37 6.386.39 6.396.39 6.406.39* 6.406.42 6.43
6.43 6.446.45 6.466.47 6.476.47 6.476.48 6.49
6.53* 6.516.56* 6.546.60 6.586.62 6.596.63 6.64
6.71 6.726.72 6.716.74 6.746.75 6.756.76* 6.77
TIME
14521453143414221419
14191411140714011400
13491320131713151311
12551252125012481227
12251223122012111207
12061202115311501148
11411134113111281126
11221120111811141113
11091105110311011059
10071003100109580951
09480940093909370935
09290925092209180913
09100903090008590855
08510845083708350829
6- 5
BANK LEFT RIGHT
5.52 5.505.56 5.565.58 5.585.60 5.605.59 5.60
5.62 5.645.65 5.645.65 5.685.71 5.715.71* 5.71
5.72 5.735.73 5.73*5.76 5.755.78 5.755.80 5.79
5.81 5.805.83 5.83*5.83* 5.83*5.90 5.895.92* 5.93
5.94 5.945.98* 5.965.97 5.965.97 5.965.97 5.97
5.98 5.965.98 5.975.98 5.986.00 6.006.01 6.00
6.06 6.076.08 6.09*6.10 6.106.10 6.12*6.12 6.15
6.16 6.206.20 6.23*6.25 6.296.29 6.306.32 6.31
6.32 6.306.33* 6.336.34* 6.366.37* 6.376.37* 6.38
6.38 6.386.38 6.386.38 6.396.39 6.396.38 6.39
6.41 6.426.43 6.446.43 6.456.44* 6.456.46 6.47
6.47 6.486.50 6.516.52 6.516.52 6.526.52 6.53
6.57 6.556.60 6.586.64 6.616.66 6.626.66 6.67
6.74 6.766.76 6.756.77 6.786.79 6.796.80* 6.80
98
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS!1), IN METERS, EAST FORK RIVER, NYOMING, 1980 CONTINUED
DATE
SECTION TIME
5-30
BANK LEFT RIGHT
6- 1
BANK TIME LEFT RIGHT
6- 3
BANK TIME LEFT RIGHT
6- 4
BANK TIME LEFT RIGHT
6- 5
TIME LEFT RIGHT
15731594161016401662
16781695171417301750
17661784180018151830
10431018101310131005
10101005100009590955
09480952094609480944
66666
66666
66666
.80
.82*
.84
.86
.86
.86*
.88
.89
.90
.90*
.91
.92
.93
.93
.96
66666
66666
66666
.80
.83
.83
.84*
.85
.86
.88
.90
.90
.91
.92
.92
.93
.95
.94
10331030102310301023
10201018101810161016
10051005100510041005
66666
66666
66666
.78
.80*
.81
.84
.84
.83*
.86
.87
.88
.88*
.89
.90*
.90
.90*
.93
66666
66666
66666
.78
.80
.81
.82*
.83
.83
.85
.87
.86
.89
.90
.90
.90
.92
.91
10261010100810051003
09591000094709440948
09310927092709250923
66666
66666
66666
.80
.82*
.83
.85
.86
.85*
.87
.88
.89
.89*
.90
.92
.92
.93
.95
6.6.6.6.6.
6.6.6.6.6.
6.6.6.6.6.
79828284*85
8587898990
9292929393
10021000095909570955
09540952095009480946
09440942094009370935
66666
66666
66666
.77
.79*
.81
.83
.83
.83*
.85
.86
.87
.87*
.88
.89*
.89
.89*
.92
66666
66666
66666
.77
.80
.80
.81*
.82
.83
.84
.87
.87
.88
.88
.89
.89
.90
.90
08260810080708030801
08000757074007370735
07320731072907280726
66666
66666
66666
.81
.83*
.85
.86
.86
.86*
.88
.89
.90
.90*
.91
.92
.92
.93
.95
66666
66666
66666
.81
.83
.83
.85*
.86
.86
.88
.90
.90
.91
.92
.92
.93
.94
.93
99
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONSU EAST FORK RIVER, WYOMING, 1980 CONTINUED
IN METERS,
SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
11031103110211001059
10581057105610541053
10521052105110501048
10471047104510441043
10421041104010381037
10361035103410331031
10301029102810271026
10251024102310221021
10201020101910181017
10161015101310121011
10101009100810081007
10061005100410031002
10000959095809570956
09550954095309520950
6- 6
BANK LEFT RIGHT
5.59 5.575.64 5.645.65 5.665.68 5.695.67 5.68
5.71 5.725.73 5.725.74 5.765.80 5.795.79 5.80
5.81 5.815.82 5.82*5.84 5.835.87 5.845.89 5.88
5.91 5.895.93 5.925.92 5.975.98 5.975.99 6.00
6.02 6.016.04 6.036.04 6.036.04 6.036 . 05 6 . 04
6.05 6.046.05 6.046 . 06 6 . 066.08 6.086.10 6.09
6.14 6.146.15 6.16*6.19 6.176.18 6.196.20 6.21
6.22 6.286.27 6.296.31 6.356.35 6.376.38 6.37
6.39 6.376.40* 6.406.41* 6.436.44* 6.446.44* 6.45
6.45 6.466 . 46 6 . 466 . 45 6 . 466 . 46 6 . 476.46 6.47
6.49 6.496.52 6.506.52 6.546.52* 6.546.55 6.57
6.57 6.586.60 6.606.61 6.606.61 6.606.60 6.61
6.64 6.626.68 6.656.72 6.696.73 6.696.73 6.74
6.82 6.836.84 6.846.85 6.866.87 6.876.89* 6.89
TIME
16251627161416031556
15541551154215381531
15261521151715161503
14581453145014371435
14271423141714161406
13551351133813371325
13211320123712331225
12261219121712111209
12031200115811531146
11501135113811281124
11191130112011131107
11101100110510581055
10501040103810451034
10271022102110121030
6- 7
BANK LEFT RIGHT
5.57 5.555.61 5.605.63 5.635.66 5.665.65 5.65
5.68 5.695.70 5.705.71 5.735.77 5.775.77 5.78
5.79 5.805.80 5.80*5.83 5.825.84 5.825.87 5.85
5.88 5.875.90 5.905.90 5.905.95 5.955.97 5.98
5.99 6.006.01 6.016.02 6.016.02 6.016.03 6.02
6 . 03 6 . 026 . 04 6 . 036.04 6.056.07 6.076.09 6.08
6.13 6.136.15 6.166.18 6.176.17 6.196.20 6.21
6.21 6.276.27 6.306.31 6.356.35 6.376.39 6.39
6.39 6.386.40* 6.406.41* 6.436.44* 6.446.45* 6.46
6 . 46 6 . 466 . 46 6 . 466.46 6.466.48 6.486.47 6.48
6.50 6.506.53 6.526.54 6.556.56* 6.576.57 6.58
6.58 6.596.60 6.616.62 6.606.62 6.616.62 6.63
6.66 6.636.69 6.666.74 6.706.74 6.71*6.75 6.76
6.84 6.856.85 6.856.86 6.886.89 6.886.90* 6.91
TIME
11171116111511141112
11111110110911081108
11071107110611051105
11041104110311011101
11001059105810571056
10561055105410531053
10521050104910461040
10391038103710361036
10351034103310301028
10271025102410231022
10221021102110201019
10191018101710151012
10111010100910091008
10071006100510041004
DATE6- 8
BANK LEFT RIGHT
5.735.765.785.835.82
5.855.875.885.945.93
5.955.965.996.016.05
6.056.086.076.116.12
6.146.166.166.166.18
6.186.196.206.226.25
6.276.296.326.316.33
6.346.416.426.456.49
6.516.506.536.556.57
6.576.596.586.606.58
6.646.676.696.69*6.71
6.726.756.766.766.76
6.786.816.856.866.86
6.956.966.987.007.01*
5.715.765.785.835.83
5.875.865.905.935.94
5.955.96*5.975.986.02
6.046.066.076.106.12
6.136.156.166.166.17
6.166.196.206.236.23
6.296.316.316.336.33
6.396.426.466.486.50
6.506.506.556.566.58
6.596.586.596.596.60
6.616.656.696.706.72
6.736.756.756.766.77
6.766.786.816.836.85
6.946.966.986.997.02
TIME
11241124112311231122
11221121112111201119
11181118111711171116
11161115111511141113
11121111111111101110
11091109110811071107
11061105110411031103
11021100105910581059
10571056105610551055
10541054105310531052
10521051105010501049
10481048104710461045
10451044104510441043
10431042104110401039
6- 9
BANK LEFT RIGHT
6.036.066.076.146.15
6.176.196.186.236.22
6.246.256.296.316.36
6.356.396.396.436.44
6.456.476.476.486.50
6.506.526.526.546.58
6.606.626.646.646.66
6.666.716.706.736.78
6.806.796.836.846.85
6.866.896.876.916.91
6.966.997.006.997.01
7.027.077.097.097.08
7.107.127.167.157.18
7.227.237.257.287.29*
6.026.076.106.156.15
6.186.166.206.236.24
6.246.246.266.286.32
6.356.376.396.416.42
6.426.456.466.476.48
6.486.516.526.556.56
6.616.626.656.666.65
6.726.746.756.796.79
6.796.796.856.856.88
6.886.896.896.906.90
6.936.947.007.027.04
7.057.067.077.077.08
7.087.087.117.147.14
7.217.247.247.267.27
TIME
12161215121412131212
12121211121112111210
12091208120812071206
12051204120312021202
12011200115911591158
11571157115611561155
11541154115311521151
11501150114911481147
11471146114511441143
11421142114111401140
11391138113711371136
11361135113411341133
11331132113111301128
11251122112211211120
6-10
LEFT
6.266.296.306.376.39
6.416.436.446.456.44
6.486.486.546.556.58
6.586.616.636.676.68
6.706.706.706.726.76
6.766.776.766.796.83
6.856.876.886.886.90
6.906.946.936.977.02
7.027.027.077.107.08
7.097.137.137.147.16
7.207.207.227.227.24
7.237.287.297.297.30
7.337.347.377.357.40
7.407.407.437.467.48*
RIGHT
6.256.316.336.406.39
6.406.406.436.466.46
6.476.486.506.506.56
6.576.596.616.636.64
6.656.696.716.716.74
6.726.766.776.816.81
6.866.876.886.916.91
6.956.996.977.037.01
7.037.057.097.097.11
7.117.127.137.147.15
7.177.177.227.257.25
7.267.277.287.287.29
7.297.297.327.347.34
7.387.437.427.437.47
100
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(1), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION
1573 1594 1610 1640 1662
1678 1695 1714 1730 1750
1766 1784 1800 1815 1830
TIME
0949 0948 0947 0946 0945
0943 0942 0941 0940 0939
0938 0937 0937 0936 0935
6- 6
BANK LEFT RIGHT
6.89 6.90 6.91* 6.92 6.93 6.92 6.96 6.93 6.96 6.95
6.97 6.97 6.98 6.98 6.99 7.00 7.00 7.00 7.00* 7.00
7.01 7.03 7.03 7.03 7.03 7.03 7.04 7.04 7.05 7.04
TIME
1016 1015 0958 1009 1000
0951 0948 0955 0940 0944
0931 0935 0925 0924 0918
6- 7
BANK LEFT RIGHT
6.90 6.91 6.92* 6.93 6.95 6.93 6.97 6.95 6.98 6.97
6.99 6.98 7.00 7.01 7.00 7.02 7.01 7.02 7.03* 7.02
7.03 7.05 7.05 7.03 7.05 7.06 7.05 7.06 7.08 7.06
TIME
1003 1003 1002 1000 0959
0959 0958 0957 0956 0956
0955 0954 0953 0952 0950
DATE6- 8
BANK LEFT RIGHT
7.01 7.03* 7.06 7.10 7.10
7.10 7.11 7.12 7.13 7.13
7.15 7.16 7.17 7.17 7.20
7.02 7.04 7.05 7.07 7.08
7.10 7.12 7.13 7.14 7.15
7.18 7.18 7.18 7.18 7.18
TIME
1039 1038 1038 1037 1037
1036 1035 1034 1033 1033
1032 1032 1031 1030 1030
6- 9
BANK - LEFT RIGHT
7.31 7.33* 7.36 7.40 7.40
7.40 7.42 7.42 7.43 7.44
7.48 7.47 7.48 7.50 7.52
7.29 7.32 7.337.36 7.38
7.397.44 7.45 7.44 7.45
7.50 7.50 7.50 7.50 7.50
TIME
1119 1119 1118 1118 1117
1117 1116 1116 1115 1115
1114 1113 1112 1110 1108
6-10
BANK LEFT RIGHT
7.48 7.50* 7.55 7.60 7.58
7.58 7.59 7.60 7.61 7.63
7.68 7.66 7.66 7.68 7.72
7.47 7.50 7.50 7.54 7.56
7.57 7.62 7.63 7.63 7.65
7.69 7.68 7.68 7.69 7.68
101
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
09300932093509380941
09440947095009520955
09591000100110021003
10041005100610071008
10091010101010101011
10121012101310141015
10151016101710171017
10181019103710381040
10411042104310441046
10471049105010511052
10531054105410551055
10561056105710571058
10591059110011011102
11031104110411051106
6-11
BANK LEFT RIGHT
6.416.446.466.536.56
6.566.596.616.626.62
6.646.656.696.726.76
6.756.796.796.866.85
6.886.886.886.916.95
6.966.966.966.977.01
7.037.067.077.067.09
7.087.117.117.167.20
7.217.227.257.267.26
7.307.357.367.367.38
7.427.417.417.427.42
7.427.477.497.497.51
7.507.537.547.537.56
7.567.557.567.597.61*
.40
.46
.47
.56
.56
6.566.566.606.626.63
6.636.656.656.676.71
6.746.76.77.80.81
.83
.876.896.906.92
6.926.956.967.007.01
7.057.057.087.097.09
7.127.167.177.217.20
7.237.247.287.277.30
7.317.327.347.367.36
7.397.377.427.457.44
7.457.467.477.467.49
7.497.497.527.527.51
7.54*7.597.577.577.60
TIME
12351234123312321231
12301229122812271226
12251224122312221221
12201219121812171216
12161215121512141213
12121211121012091208
12071205120412021201
12001159115811571155
11541153115211511150
11481146114411421140
11391138113711361135
11341133113211311130
11291128112711261125
11241123112311221121
6-12
LEFT RIGHT
6.636.686.726.766.80
6.82*6.896.886.886.88
6.906.906.946.946.98
6.987.006.987.05
.63
.68
.71
.80
.80
.83
.85
.87
.88
.89
.89
.90
.91
.91
.96
.97
.98
.99
.997.06 7.03
7.09 7.047.08 7.067.07 'r.077.09 7.087.13 7.09
7.13 7.087.13 'M27.15 7.147.18 'M97.22 7.19
7.23 7.237.23 7.237.24 7.267.25 7.267.25 7.27
7.26 7.317.28 r.357.29 7.357.33 'r.407.38 7.39
7.39 7.417.41 7.427.45 '7.45
r.48r.477 . 47 7 . 49
7.47 7.507.52 7.527.54 'r.537.56 7.567.58 7.56
7.61 7.587.61 7.597.60 r.6i7.61 7.647.62 7.63
7.62 7.637.65 7.657.66 '.667.68 7.667.68 7.67
7.69 7.677.71 7.687.71 7.707.70 7.697.72 7.68
7.71 7.70*7.70 7.757.71* ''.727.74 7.737.75* 7.74
TIME
11221121112011191118
11171116111611151114
11141113111211121111
11101109110811071106
11061105110411031102
11011100110010591059
10581057105510541053
10521051104910481047
10461045104410431042
10401038103610351034
10331031103010291028
10271026102510241023
10221021102010191018
10171016101610151014
DATE6-13
LEFT
6.566.596.616.666.69
6.69*6.756.756.756.75
6.786.786.816.836.86
6.866.906.896.986.98
7.017.017.017.037.06
7.067.077.067.077.11
7.127.167.167.157.16
7.167.217.217.247.29
7.317.327.367.387.39
7.397.437.467.477.49
7.517.517.517.517.51
7.527.567.577.577.58
7.607.627.617.607.63
7.637.627.63*7.657.67*
RIGHT
6.566.616.626.706.70*
6.716.726.736.756.77
6.756.776.786.796.84
6.856.876.896.916.95
6.976.997.017.017.02
7.047.067.067.107.09
7.147.157.177.177.16
7.227.277.267.307.29
7.317.347.397.397.42
7.427.437.437.457.46
7.487.477.507.537.53
7.547.537.567.567.57
7.577.577.607.597.59
7.61*7.657.637.637.66
TIME
08350836083708380839
08410842084308440845
08470848084908500851
08520853085308540855
08550856085708570858
08580859085909000900
09010902090309040904
09050906090609070908
09080909091009100911
09110912091209130913
09140914091509150916
09160917091709180918
09190920092009210922
09230923092409250926
6-14
LEFT
6.416.446.466.516.54
6.536.566.586.596.59
6.616.626.666.696.72
6.726.746.766.856.85
6.876.886.886.896.93
6.936.936.936.926.97
6.987.007.017.017.03
7.047.097.107.117.17
7.177.217.247.277.26
7.277.317.307.337.35
7.377.377.387.387.37
7.377.427.437.447.45
7.467.497.497.507.52
7.547.527.53*7.577.59*
RIGHT
6.416.476.466.536.53
6.546.546.576.606.59
6.616.616.626.636.68
6.706.726.786.786.80
6.846.866.886.906.91
6.906.926.926.956.96
7.007.017.027.037.02
7.087.127.147.187.17
7.207.237.277.277.29
7.307.297.307.327.32
7.347.357.387.407.39
7.417.427.427.427.43
7.447.457.477.487.48
7.52*7.567.547.547.58
TIME
15051502150014591458
14581456145514541453
14531452145214511450
14491449144714461445
14441443144314421442
14411440144014391439
14391438143714371436
14351434143314311430
14291427142614241423
14221422142114211420
14191418141714161416
14151415141414141410
14091408140814071406
14051405140414031402
6-16
BANK LEFT RIGHT
5.B95.915.925.965.97
5.996.026.036.086.07
6.096.106.126.146.15
6.166.196.196.296.31
6.336.356.356.366.37
6.376.376.376.376.40
6.426.426.446.456.47
6.516.596.606.636.68
6.696.696.726.746.76
6.776.776.766.786.78
6.826.836.846.846.85
6.856.876.906.906.93
6.987.007.037.037.03
7.107.107.14*7.147.16*
5.685.925.945.985.97
6.016.016.056.086.08
6.096.09*6.106.106.13
6.156.176.246.276.30
6.316.346.356.356.36
6.366.376.366.396.39
6.426.426.45*6.476.48
6.566.606.646.676.68
6.686.686.746.766.77
6.786.776.776.776.78
6.806.816.846.856.88
6.876.876.876.896.93
6.956.977.017.017.02
7.08*7.117.137.127.15
102
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIOMS(1), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
6-11 6-12
R A Uf D A U^ DAnft. DANK.
SECTION
15731594161016401662
16781695171417301750
17661784180018151830
TIME
11071108110911101111
11121112111311151116
11171119112111221125
LEFT
7.617.63*7.677.717.70
7.707.717.717.737.76
7.797.777.787.817.82
RIGHT
7.597.627.637.647.68
7.687.727.747.757.77
7.817.807.797.807.80
TIME
112111201119111B1117
11161116111511141113
11131112111111111110
LEFT
7.757.76*7.797.B17.81
7.817.817.827.837.85
7.887.867.877.907.91
RIGHT
7.747.757.757.777.79
7.81*7.847.847.847.87
7.90*7.897.887.887.88
TIME
10131012101210111010
10091008100710071006
10051004100310021001
DATE6-13
BANK LEFT
7.687.69*7.727.757.73
7.757.757.767.777.80
7.817.817.827.837.85
RIGHT
7.657.687.687.707.72
7.74*7.777.787.787.80
7.83*7.837.827.837.83
TIME
09270927092809280929
09290930093109310932
09320933093309340934
6-14 6-16
D A U^ ____OAU^«
LEFT
7.597.62*7.637.687.67
7.687.697.707.727.74
7.747.757.767.777.79
RIGHT
7.577.617.607.637.65
7.67*7.727.737.727.75
7.76*7.777.777.777.76
TIME
14011400135913491348
13481347134513441342
13411339133813371336
LEFT
7.177.19*7.227.257.25
7.267.287.297.297.30
7.337.337.337.357.37
RIGHT
7.167.197.197.217.23*
7.26*7.287.307.317.31
7.35*7.347.347.357.35
103
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, WYOMING, 1980 CONTINUED
6-17
BANK -SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
14011400135913581357
13561356135513551354
13541353135313521352
13501349134713461346
13451345134513441344
13431343134213421341
13411340133913381338
13371336133613351335
13341334133313331332
13321332133113301329
13291329132913281328
13271327132613251323
13231322132213221322
13211321132013201319
LEFT
5.986.016.026.076.08
6.096.136.136.176.16
6.186.196.236.256.27
6.266.306.296.396.40
6.436.456.456.466.47
6.476.476.476.476.51
6.526.526.566.566.58
6.616.656.676.706.76
6.766.786.806.816.83
6.846.856.846.866.86
6.896.926.926.936.93
6.926.987.017.027.04
7.067.077.117.107.13
7.177.187.21*7.227.25*
RIGHT
5.986.036.036.096.08
6.116.116.156.176.17
6.186.196.206.206.24
6.266.276.306.376.39
6.416.436.446.456.46
6.456.476.476.496.51
6.536.546.57*6.586.58
6.656.696.716.746.76
6.756.756.826.836.85
6.866.856.856.856.86
6.876.886.936.956.96
6.976.987.007.007.04
7.037.047.087.097.09
7.15*7.207.207.217.24
TIME
12531253125212511250
12491248124712471246
12461245124512441244
12431243124212411240
12391238123812371237
12361236123512351234
12341233123212311230
12291227122612251224
12241223122212211220
12191218121712171216
12151215121512141213
12121212121112111210
12091208120812071207
12061205120512051205
6-18
BANK LEFT
6.246.286.306.356.37
6.376.426.416.436.43
6.466.466.496.526.55
6.546.606.606.686.69
6.706.726.716.726.75
6.756.756.746.756.79
6.816.836.866.856.88
6.886.926.916.947.00
7.017.027.067.077.08
7.087.107.097.127.12
7.177.187.187.187.19
7.197.247.277.287.28
7.307.327.357.347.37
7.407.397.40*7.457.46*
RIGHT
6.246.306.326.386.36
6.396.386.416.446.44
6.446.456.456.486.52
6.536.566.596.656.66
6.676.696.716.726.73
6.726.746.756.786.78
6.826.836.866.886.87
6.936.956.957.007.01
7.017.037.087.087.10
7.107.097.107.117.12
7.147.137.197.207.22
7.237.247.247,267.28
7.287.277.317.327.33
7.38*7.437.417.417.45
TIME
15451545152715281525
15251510150814551525
15101510145514551435
14511437143614161412
13581430141014100400
13551335133513171317
13001300124513311330
13291313131012571255
12371200114511331115
11501132113011201115
11001057104310401025
11131054105410291028
10131012100109580945
09440914091409000900
DATE6-19 6-20
__n A uif _ ___. _n Akiic « ^^^DAMI^^^ DAnl^LEFT
6.176.206.236.286.30
6.316.356.346.386.36
6.396.406.446.456.50
6.496.546.556.616.62
6.646.656.666.676.69
6.696.706.696.706.73
6.766.786.806.806.82
6.826.876.886.916.96
6.966.977.017.027.03
7.037.057.047.077.08
7.11*7.127.127.147.15
7.147.207.217.227.23
7.257.277.307.297.31
7.347.357.35*7.397.40*
RIGHT
6.176.226.236.306.29
6.326.316.356.386.37
6.376.396.406.426.46
6.476.516.546.586.60
6.616.636.656.666.68
6.676.696.706.726.73
6.776.786.816.816.81
6.866.916.926.956.96
6.966.987.027.037.05
7.057.057.057.067.06
7.087.087.137.157.17
7.197.197.197.197.23
7.227.237.267.277.28
7.33*7.377.367.377.40
TIME
16541656163716021625
16241608160615491548
15311529150715571535
15301518151514501449
14301429141115021452
14371420135714071355
13351334131313121248
14051345134513301325
13101307124412121154
12091150114911331133
11161115105611501134
11301114111310501048
10351034102110201004
10030930093009150915
LEFT
6.486.526.536.576.62
6.616.676.676.676.67
6.696.696.736.766.80
6.806.846.846.906.91
6.926.936.926.956.99
6.996.986.976.977.02
7.037.057.067.067.06
7.107.137.137.167.21
7.217.227.237.237.23
7.237.267.257.267.29
7.307.317.297.357.34
7.337.387.397.387.40
7.397.427.447.427.44
7.467.447.46*7.497.49*
RIGHT
6.496.536.556.626.61
6.636.636.656.686.67
6.666.686.696.736.75
6.786.816.846.876.88
6.886.916.936.946.96
6.956.966.987.017.00
7.057.067.077.077.07
7.157.187.187.217.21
7.237.247.277.247.26
7.267.267.267.277.27
7.287.267.317.367.37
7.377.387.377.377.38
7.387.387.407.417.41
7.47*7.487.467.477.49
TIME
19471946194519441943
19421941194019391938
19371936193519351934
19331933193219311929
19281927192719261926
19251925192419231622
19211921192019191918
19161915191419131612
19121911191119101909
19081908190619051904
19031902190219011900
18591858185718571854
18531853185218521852
18511851185018491848
6-20
BANK LEFT
6.446.486.496.556.59
6.586.626.646.646.63
6.676.676.716.746.77
6.786.826.826.896.89
6.916.926.926.936.96
6.976.976.976.977.02
7.037.057.087.087.08
7.107.127.137.177.21
7.227.247.267.277.28
7.287.327.327.347.35
7.397.397.397.407.41
7.407.467.477.477.49
7.517.517.547.527.55
7.567.557.55*7.597.60*
RIGHT
6.476.496.496.596.59
6.606.606.626.656.65
6.656.666.676.696.74
6.766.796.816.846.86
6.876.906.916.926.94
6.946.956.977.007.01
7.057.067.077.087.09
7.137.177.187.217.21
7.237.267.297.297.30
7.317.317.327.337.34
7.367.357.407.437.43
7.447.457.457.467.48
7.487.487.517.517.51
7.54*7.597.567.577.60
104
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION
1573 1594 1610 1640 1662
1678 1695 1714 1730 1750
1766 1784 1800 1815 1830
TIME
1319 1318 1318 1317 1317
1317 1317 1316 1316 1315
1315 1314 1314 1313 1313
6-17
BANK LEFT RIGHT
7.26 7.28* 7.32 7.36 7.35
7.35 7.37 7.38 7.39 7.39
7.42 7.42 7.43 7.44 7.47
7.25 7.28 7.28 7.31 7.33*
7.35* 7.38 7.40 7.40 7.40
7.44* 7.44 7.44 7.45 7.44
TIME
1204 1202 1201 1201 1200
1159 1159 1158 1158 1157
1157 1156 1156 1155 1154
6-18
BANK LEFT RIGHT
7.47 7.50* 7.53 7.59 7.58
7.58 7.59 7.59 7.59 7.62
7.65 7.64 7.66 7.66 7.69
7.46* 7.49 7.49 7.52 7.56*
7.57* 7.62 7.61 7.62 7.62
7.66* 7.66 7.67 7.67 7.66
TIME
0849 0847 0831 1020 1005
1005 0948 0945 0932 0930
0910 0908 0855 0850 0835
DATE6-19
BANK LEFT RIGHT
7.42 7.43* 7.48 7.54 7.53
7.53 7.54 7.54 7.55 7.56
7.61 7.59 7.60 7.61 7.64
7.40 7.44 7.44 7.48 7.51*
7.52* 7.55 7.57 7.57 7.57
7.61* 7.62 7.62 7.62 7.62
TIME
0904 0903 0851 1049 1034
1034 1014 1013 0958 0957
0943 0934 0916 0910 0910
6-20
BANK LEFT RIGHT
7.52 7.54* 7.55 7.65 7.64
7.64 7.65 7.65 7.65 7.67
7.69 7.69 7.70 7.70 7.72
7.48 7.52 7.52 7.58 7.62*
7.63* 7.67 7.68 7.68 7.68
7.71* 7.71 7.71 7.70 7.70
TIME
1847 1845 1844 1844 1843
1843 1842 1842 1841 1841
1841 1840 1840 1839 1837
6-20
BANK LEFT RIGHT
7.62* 7.59 7.64* 7.63 7.66 7.61 7.70 7.63 7.70 7.68*
7.70 7.69* 7.70 7.73 7.71 7.74 7.72 7.74 7.73 7.75
7.76 7.77* 7.75 7.78 7.77 7.78 7.78 7.78 7.81* 7.78
105
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
6-21 6-23DATE6-24
__O A UV _D 4 kllf D A Ub' DM Pllx DA fllx DAnlx^"^^"^SECTION
00000026004300750104
01200137015801780204
02200238025702760301
03270348037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
16351630161416221622
16201602155815411541
15251609155415511534
15301515152115021452
14331512145414501438
14371421142014001358
13411340132213201303
14221402135713431342
13231322125312281211
12271219120811511150
11291128111511121051
12071151115011251122
11071105105310511037
10351004100209470945
LEFT
6.346.376.396.446.46
6.486.526.526.546.53
6.566.566.606.636.66
6.676.716.726.786.78
6.816.826.826.836.86
6.876.856.866.866.91
6.936.946.966.966.98
6.997.027.037.057.11
7.127.127.167.167.17
7.177.207.207.217.23
7.257.277.267.287.28
7.297.347.357.357.37
7.387.397.427.407.43
7.457.447.45*7.497.49*
RIGHT
6.336.396.416.476.46
6.486.486.526.546.54
6.556.556.576.596.63
6.666.686.716.736.76
6.776.806.826.826.84
6.836.866.866.906.90
6.946.956.966.986.97
7.027.077.077.117.11
7.137.167.187.177.19
7.207.207.207.217.21
7.247.227.277.297.30
7.337.337.337.347.35
7.357.357.377.407.39
7.44*7.487.467.477.49
TIME
15551550133715271525
15241518150014481524
15111510150915071444
14351420141913591445
14271426141014101354
13521335133413171355
13381336132013181300
12571238123512251314
12581257123712361220
11441123112311071106
10501046103111351117
11161100105810331032
10181017100310020948
09460916091609040902
LEFT
6.256.266.306.356.37
6.396.426.426.456.44
6.476.486.526.546.57
6.566.616.606.686.68
6.716.726.716.736.75
6.746.736.746.746.79
6.816.826.856.856.86
6.886.916.916.946.99
7.007.017.047.067.06
7.067.087.067.087.09
7.127.147.147.177.17
7.167.237.247.247.26
7.297.297.327.307.33
7.367.357.37*7.407.41*
RIGHT
6.256.296.326.386.37
6.396.396.426.456.45
6.456.476.486.506.54
6.556.586.606.646.66
6.676.706.716.716.73
6.726.736.756.786.79
6.836.826.866.866.86
6.926.956.956.987.00
7.007.037.077.077.09
7.087.087.077.087.08
7.107.107.157.197.20
7.217.217.227.247.26
7.257.257.287.307.29
7.34*7.387.377.387.41
TIME
15511549154715461545
15441544154315431542
15421541154115401540
15391538153815371537
15361535153515341533
15331532153215311530
15291529152815271526
15261525152415231522
15211520152015191518
15181517151615151514
15131512151215111511
15101510150915091508
15071506150515041503
15021502150115001500
LEFT
6.146.166.176.236.25
6.266.296.306.336.32
6.356.366.406.426.45
6.446.496.496.576.56
6.596.606.606.616.62
6.636.636.636.646.67
6.696.696.726.736.75
6.776.816.816.836.89
6.906.916.956.966.97
6.977.006.987.027.01
7.067.077.087.087.09
7.097.13*7.177.187.19
7.217.247.277.257.29
7.327.327.34*7.377.38*
RIGHT
6.116.186.196.256.25
6.276.276.316.336.34
6.346.356.376.396.42
6.446.466.496.536.55
6.566.586.596.606.61
6.616.626.636.666.67
6.706.716.746.756.75
6.816.846.866.896.90
6.916.936.976.976.99
6.996.996.997.007.01
7.037.037.087.107.12
7.147.137.147.167.19
7.197.197.237.247.25
7.30*7.347.337.347.37
TIME
17531752175117501750
17491748174717461745
17451744174317421741
17401739173917381737
17361735173417341733
17331732173217311731
17301729172917281727
17271726172617251725
17241724172317231722
17211720171917181718
17171717171617151715
17141714171317121711
17111710170917081708
17071706170517051704
6-25
" B A NK LEFT
6.056.076.086.146.15
6.186.216.216.256.24
6.276.276.316.336.37
6.356.406.406.486.48
6.506.516.516.526.53
6.536.536.536.556.58
6.606.606.636.636.65
6.676.726.726.756.81
6.826.826.866.876.89
6.896.916.896.926.92
6.966.986.996.997.00
7.007.057.087.097.10
7.157.157.137.167.20
7.247.257.27*7.297.31*
RIGHT
6.036.096.106.156.15
6.186.196.226.256.25
6.266.276.286.296.33
6.366.366.396.446.46
6.466.496.516.516.52
6.516.536.546.566.57
6.616.626.646.656.66
6.726.756.776.816.81
6.826.816.876.886.90
6.916.916.906.916.92
6.946.956.997.017.02
7.047.047.067.087.11
7.117.117.157.187.17
7.22*7.277.267.267.30
TIME
09020903090509060908
09090910091109120913
09140915091509160917
09180918091909200921
09210922092209230923
09240924092509250926
09270928092809290929
09300930093109320933
09340934093509360937
09380939094009410941
09420942094309430944
09440945094509460947
09470948094909500951
09510952095209530953
6-26
BANK LEFT
6.026.056.066.126.14
6.156.196,196.236.22
6.256.256.296.316.34
6.346.386.386.466.46
6.486.506.496.516.52
6.526.536.526.546.57
6.596.606.626.636.65
6.676.726.726.746.80
6.816.826.856.876.88
6.896.906.886.916.92
6.956.976.996.997.00
7.007.067.097.107.11
7.147.157.187.187.21
7.247.257.27*7.307.31*
RIGHT
6.016.056.096.146.14
6.176.176.216.236.23
6.246.246.266.286.31
6.336.356.386.436.44
6.466.486.496.496.51
6.516.526.536.566.56
6.606.606.646.646.63
6.706.746.776.806.80
6.806.816.876.886.89
6.906.906.896.916.91
6.936.946.987.017.03
7.057.047.067.087.11
7.117.117.147.167.17
7.22*7.267.267.287.30
106
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(1), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION
6-21
BANK TIME LEFT RIGHT
6-23
BANK TIME LEFT RIGHT
DATE6-24
BANK TIME LEFT RIGHT
6-25
BANK TIME LEFT RIGHT
6-26
BANK TIME LEFT RIGHT
1573 0933 7.52 7.49 0851 7.42 7.40 1459 7.38* 7.37 1703 7.31* 7.30 0954 7.31* 7.311594 0930 7.51* 7.52 0849 7.43* 7.44 1459 7.41* 7.41 1702 7.33* 7.33 0954 7.34* 7.341610 0915 7.57 7.53 0836 7.46 7.44 1458 7.44 7.41 1702 7.36 7.34 0955 7.38 7.341640 1044 7.62 7.56 1024 7.52 7.49 1458 7.49 7.43 1701 7.41 7.37 0955 7.42 7.361662 1030 7.62 7.60* 1008 7.53 7.51* 1457 7.49 7.47* 1701 7.41 7.39* 0956 7.41 7.39*
1678 1029 7.62 7.61* 1007 7.54 7.53* 1456 7.49 7.48* 1700 7.42 7.41* 0957 7.42 7.41*1695 1012 7.62 7.64 0950 7.54 7.56 1456 7.50 7.52 1700 7.43 7.44 0957 7.44 7.441714 1011 7.63 7.66 0950 7.55 7.57 1456 7.50 7.53 1659 7.43 7.45 0958 7.43 7.461730 0955 7.63 7.66 0934 7.55 7.59 1454 7.51 7.53 1658 7.43 7.46 0958 7.44 7.471750 0955 7.66 7.67 0917 7.56 7.57* 1454 7.53 7.54 1657 7.44 7.46 0959 7.46 7.47
1766 0938 7.68 7.69* 0917 7.59 7.59* 1453 7.56 7.57* 1656 7.47 7.49* 0959 7.48 7.50*1784 0937 7.68 7.70 0916 7.59 7.62 1452 7.55 7.58 1655 7.47 7.50 1000 7.49 7.511800 0919 7.69 7.71 0859 7.61 7.62 1452 7.58 7.59 1655 7.50 7.51 1000 7.51 7.511815 0920 7.70 7.71 0858 7.61 7.62 1451 7.59 7.59 1654 7.51 7.51 1001 7.52 7.521830 0907 7.72* 7.70 0853 7.64* 7.62 1451 7.60* 7.58 1653 7.53* 7.51 1001 7.52* 7.50
107
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(l), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
DATE
SECTION
00000026004300750104
01200137015801780204
02200236025702760301
03270346037204210446
04600497051605350556
05780602063306530681
07080732075707890808
08340853087308980924
09400963098510101038
10551077110011201139
11551178120212241241
12641284129813151343
13601377139614101425
14521481151015331555
TIME
16461645164416441643
16431642164216411640
16401639163916381637
16371636163616351635
16341633163216321631
16311630162916291628
16281627162616251625
16241623162316221622
16211621162016201619
16191618161816171617
16161616161516151614
16141613161316121612
16111611161016091609
16081608160816071607
6-27
BANK - LEFT RIGHT
6.016.036.046.106.12
6.146.176.176.216.20
6.226.236.276.286.31
6.316.366.376.426.42
6.446.456.466.476.50
6.496.506.506.516.55
6.566.576.596.596.61
6.626.676.686.706.77
6.786.796.826.836.84
6.856.856.846.886.89
6.936.936.956.956.97
6.977.037.047.057.06
7.117.107.147.137.17
7.207.217.22*7.257.26*
5.986.046.066.116.12
6.156.156.196.216.21
6.226.236.246.256.28
6.306.336.366.406.41
6.426.446.466.466.48
6.486.506.506.536.53
6.586.586.606.616.62
6.686.706.746.746.76
6.766.776.836.846.86
6.866.866.866.866.87
6.896.906.956.986.99
7.017.017.027.037.07
7.067.077.107.137.12
7.21*7.227.227.237.26
TIME
17291728172717261725
17251724172317221722
17211720171917181716
17151714171217111710
17091708170717061705
17041703170217011700
16591658165716561655
16541653165116501649
16471646164516441643
16421641164016391638
16371636163516341633
16321631163016291628
16271626162416231622
16211619161816171616
6-28
BANK LEFT RIGHT
5.725.755.755.795.80
5.835.875.885.925.92
5.945.955.975.986.00
6.016.036.026.106.12
6.146.166.166.166.17
6.186.186.19*6.206.21
6.236.246.266.266.29
6.336.396.42*6.456.49
6.516.506.546.55*6.56*
6.576.576.566.596.58
6.626.646.656.65*6.66*
6.676.716.736.736.77
6.816.836.876.876.88
6.956.966.97*6.997.01*
5.715.765.775.805.81
5.855.865.895.925.93
5.945.95*5.955.965.98
5.996.036.036.096.11*
6.136.156.166.156.17
6.176.186.196.206.20
6.246.25*6.286.276.32
6.396.416.466.486.49
6.496.516.556.566.57
6.576. 586.576.586.59
6.616.636.666.666.68
6.696.71*6.72*6.736.78
6.786.816.856.846.86
6.96*6.966.976.987.00
TIME
15301533153515371539
15411543154515471549
15501551155215511550
15491548154615451543
15421540153915331537
15361535153415331531
15301529152815261525
15231522152115201519
15181517151615151514
15131512151115101509
15081506150515041503
15021502150115001457
14561454145314521451
14501450144914481446
6-29
BANK LEFT RIGHT
5.655.685.685.725.73
5.775.785.815.855.85
5.875.875.905.915.93
5.945.965.966.036.05
6.076.096.096.10*6.10
6.116.116.11*6.126.13
6.166.176.196.186.22
6.256.326.346.396.42
6.436.436.476.48*6.49
6.496.496.496.516.50
6.536.566.576.576.58*
6.596.646.666.676.69
6.736.766.796.796.80
6.886.896.90*6.926.94*
5.635.695.705.735.74
5.785.795.835.845.86
5.875.87*5.895.895.91
5.925.955.966.036.05*
6.066.086.096.086.09
6.096.116.116.136.12
6.176.186.206.206.26
6.316.336.386.416.42
6.436.446.476.496.49
6.506.506.496.516.52
6.536.556.576.586.59
6.616.64*6.65*6.676.70
6.716.736.766.766.79
6.89*6.896.906.916.93
TIME
12351230122512001155
11521145114011311125
11161110110210551021
10151005100009450940
09330930085508500840
08350825082008030800
17551750173017251722
17151700165516451640
16301625161516051540
15351515151015001455
14501440143014251345
13401315131013101305
13001255124012351220
12151200115511401135
9-15(2) BANK LEFT RIGHT
5.21 5.20*5.27 5.265.27 5.285.29 5.295.30 5.29
5.36 5.335.38 5.385.38* 5.395.40 5.405.41* 5.41
5.42 5.425.43 5.43*5.44 5.445.44* 5.425.46 5.46
5.48 5.475.48 5.515.52* 5.565.56* 5.565.60* 5.60*
5.63 5.645.64* 5.645.64* 5.655.64* 5.645.64 5.64*
5.65 5. V»5.66 5.675.67* 5.675.68 5.685.68* 5.67
5.71 5.715.72 5.73*5.73 5.73*5.80 5.82*5.83 5.87
5.94 5.965.96 5.98*6.00 6.04*6.10 6.096.11 6.10
6.11 6.10*6.10* 6.106.11 6.126.12* 6.136.12* 6.13
6.13* 6.136.13 6.136.14 6.156.15 6.16*6.15* 6.16*
6.15 6.166.16 6.166.16* 6.166.16* 6.176.17* 6.18
6.17* 6.186.19 6.19*6.20 6.19*6.20 6.20*6.31 6.30
6.35* 6.336 . 40 6 . 406.42 6.416.44 6.41*6.44 6.44*
6.47 6.45*6.48* 6.466.51* 6.516.51 6.516.51* 6.52
108
TABLE 49.- SUMMARY OF NEAR-SYNOPTIC OBSERVATIONS OF HATER-SURFACE ELEVATIONS(1), IN METERS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
SECTION TIME
DATE6-27 6-28 6-29
BANK- LEFT RIGHT TIME LEFT RIGHT TIME
BANK - LEFT RIGHT TIME
9-15(2) BANK LEFT RIGHT
15731594161016401662
16781695171417301750
17661784180018151830
16061606160616051605
16041604160316031602
16021602160116011600
77777
77777
77777
.27*
.30*
.35
.38
.37
.37
.39
.39
.40
.41
.43
.44
.46
.47
.48*
77777
77777
77777
.27
.30
.30
.33
.36*
.37*
.40
.42
.42
.42
.44*
.46
.47
.47
.47
16151614161316121610
16091608160716061605
16041603160216011600
77777
77777
77777
.01*
.03*
.06
.07
.08
.08
.10
.11
.11
.11*
.13
.14
.15
.16
.18*
77777
77777
77777
.01
.03
.04
.05*
.07*
.08*
.10
.13
.12
.13
.14*
.15
.16
.17
.17
14451444144314421442
14411440143814371436
14351434143314321431
66677
77777
77777
.94
.97*
.98
.00
.00
.01
.02
.03
.04
.04*
.05
.06
.07
.08
.10*
66666
77777
77777
.94
.96
.97
.98*
.99*
.01*
.03
.04
.04
.05
.06*
.06
.07
.10
.09
11301125111011051050
10451035103010201015
10000955095009450930
6.52*6.54*6.576.576.58
6.58*6.59*6.58*6.596.58*
6.606.60*6.60*6.60*6.62*
6.526.556.566.56*6.57*
6.58*6.586.596.596.59
6.60*6.616.606.616.61
11) ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.(2) SECTIONS 1830 THRU 0708 MEASURED ON 9-15 AND SECTIONS 0653 THRU 0000 MEASURED ON 9-16.* HATER SURFACE ELEVATION ESTIMATED.
109
TABLE 50.- HATER-SURFACE SLOPE OVER 1830-METER REACH ENDING AT SECTION 0000, EAST FORK RIVER, HYOMING, 1980
SECTION 1830
DATE
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
(1)(2)
TIME
14451000103009300930
11301245094514001300
12001530100010001045
09451000093009300730
09300915094510301115
11301115100009301300
13151200083009151830
09000900144517001000
1600160014300930
ADD 2150STANDARD
TIME
16451530173015151530
14451445153012451345
10001315161516001300
14001400164512151445
11001630111511301215
09301230111508301500
14001300154517001945
16301600154518000900
1645173015301230*
SECTION 0000
HATER LEVEL(l)
(M)
5.6405.5655.5105.4205.470
5.5405.7905.7906.1656.485
6.5005.8405.6405.5805.555
5.4755.4705.4755.4655.515
5.5955.5655.7256.0356.265
6.4106.6356.5656.4105.890
5.9856.2406.1756.4806.445
6.3406.2506.1406.0456.015
6.0105.7155.6505.205
METERS TO OBTAIN-HATERERROR FOR ALL SURVEYS
DISCHARGE(M3/S)
5.67«.513.742.613.22
4.158.318.3116.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.1113.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83.66
SURFACE
NUMBER OF
DATA POINTS
8484848484
8484848484
8484848484
8484848484
8484848484
8484848484
8484848484
8484848484
84848484
ELEVATION
CORRELATION COEFFICIENT
0.990.990.990.993.990
.990
.993
.993
.995
.995
.994
.995
.993
.994
.993
.993
.994
.994
.993
.994
.994
.995
.996
.997
.998
.995
.987
.992
.996
.995
.996
.997
.997
.990
.996
.997
.997
.997
.996
.996
.996
.994
.993
.984
ABOVE NGVD.
SECTION 0000
INTERCEPT 1)
(M)
5.5.5.5.5.
5.5.5.6.6.
6.5.5.5.5.
5.5.5.5.5.
5.5.5.6.6.
6.6.6.6.5.
6.6.6.6.6.
6.6.6.6.6.
6.5.5.5.
616548491417480
548795786197573
580839636582574
494493496490538
613583748058311
499752644475900
000291227576530
417310170077055
034729659234
STD. ERROR(M)
0.010.010.010.008.010
.010
.008
.008
.006
.006
.007
.007
.008
.008
.008
.008
.008
.008
.008
.007
.007
.007
.006
.005
.004
.006
.009
.008
.006
.007
.006
.005
.005
.007
.006
.005
.005
.005
.006
.006
.006
.008
.008
.012
SLOPE(2)
(M/M)
0.00081.00082.00083.00082.00082
.00080
. 00080
.00081
.00075
.00069
.00069
.00079
.00083
. 00083
.00080
.00081
.00079
.00080
. 00079
. 00078
.00079
.00082
.00079
. 00079
.00075
.00073
.00066
. 00068
.00073
.00080
.00079
.00075
.00076
.00062
.00070
.00071
.00071
.00077. 00078.00080
.00078
.00080
.00079
. 00080
LENGTH OF
SURVEY(HR)
2.005.507.005.756.00
3.252.005.751.25.75
2.002.256.256.002.25
4.254.007.252.757.25
1.507.251.501.001.00
2.001.251.251.001.50
.751.007.257.751.25
7.307.001.001.001.00
.751.501.00
IS 0.00001 M/M.SLOPE SURVEY CONDUCTED OVER 27-HOUR SPAN ENDING AT 1230 ON 9-16; HATER LEVEL HAS CONSTANT DURING THE PERIOD OF SURVEY.
110
TABLE 51.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0043, EAST FORK RIVER, HYOHING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1) (M3/SEC)
REACH LENGTH(3),(4) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00112.00102.00086.00091.00069
.00113
.00137
.00140
.00155
.00183
.00164
.00102
.00074
.00075
.00082
.00062
.00074
.00073
.00077
.00075
.00093
.00100
.00142
.00164
.00165
.00186
.00196
.00158
.00136
.00105
.00119
.00152
.00155
.00145
.00173
.00154
.00174
.00137
.00130
.00157
.00136
.00082
.00081
.00049
0.00086.00086.00078.00091.00085
.00102
.00110
.00103
.00134
.00159
.00144
.00084
.00068
.00079
.00087
.00080
.00084
.00078
.00081
.00083
.00092
.00086
.00111
.00133
.00139
.00157
.00170
.00136
.00123
.00089
.00098
.00126
.00128
.00133
.00138
.00126
.00126
.00122
.00111
.00128
.00121
.00085
.00088
.00078
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
(4) INSUFFICIENT OBSERVATIONS OF HATER LEVELS DOHNSTREAM OF THIS SECTION PROHIBIT COMPUTATIONS OF SLOPE FOR REACH LENGTHS OF 10, 15, AND 20.
Ill
TABLE 52.- SUMMARY DATA OF LOCAL NATER-SURFACE SLOPE, SECTION 0075, EAST FORK RIVER, HYOMING, 1980
DATE
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH12)
DISCHARGE!1) (M3/SEC)
REACH LENGTH(3),(4) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00039.00041.00026.00042.00035
.00049
.00093
.00090
.00108
.00162
.00133
.00065
.00031
.00050
.00044
.00031
.00032
.00023
.00020
.00030
.00038
.00028
.00081
.00124
.00137
.00164
.00142
.00133
.00129
.00076
.00091
.00100
.00107
.00130
.00172
.00113
.00105
.00118
.00103
.00120
.00113
.00072
.00075
.00030
0.00063.00064.00055.00060.00067
.00076
.00100
.00100
.00103
.00133
.00117
.00082
.00064
.00073
.00068
.00057
.00058
.00060
.00057
.00059
.00069
.00069
.00100
.00118
.00120
.00129
.00152
.00115
.00100
.00083
.00089
.00101
.00108
.00112
.00126
.00107
.00115
.00107
.00104
.00119
.00115
.00090
.00089
.00070
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF NATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE NATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL NIDTH AVERAGES ABOUT 18.5 METERS.
(4) INSUFFICIENT OBSERVATIONS OF HATER LEVELS DONNSTREAM OF THIS SECTION PROHIBIT COMPUTATIONS OF SLOPE FOR REACH LENGTHS OF 10, 15, AND 20.
112
TABLE 53.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0137, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l) (MJ/SEC)
REACH LENGTH!3),(4) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00131.00101.00108.00117.00074
.00086
.00081
.00079
.00052
.00099
.00079
.00092
.00120
.00095
.00085
.00108
.00091
.00092
.00088
.00099
.00091
.00091
.00078
.00051
.00071
.00117
.00131
.00112
.00097
.00116
.00103
.00077
.00087
.00096
.00113
.00104
.00091
.00104
.00098
.00097
.00082
.00111
.00118
.00107
0.00131.00129.00134.00130.00131
.00132
.00114
.00121
.00069
.00069
.00069
.00128
.00150
.00139
.00134
.00132
.00127
.00136
.00134
.00135
.00140
.00145
.00131
.00090
.00084
.00090
.00115
.00082
.00084
.00132
.00121
.00087
.00105
.00080
.00080
.00105
.00102
.00109
.00125
.00115
.00114
.00149
.00141
.00126
>. 00089 .00088 .00087 .00090 .00097
.00090
.00089
.00092
.00066
.00073
.00069
.00092
.00099
.00100
.00093
.00091
.00087
.00091
.00089
.00090
.00094
.00098
.00098
.00083
.00080
.00085
.00100
.00078
.00077
.00094
.00090
.00073
.00081
.00072
.00083
.00083
.00083
.00091
.00096
.00095
.00095
.00110
.00109
.00092
0.00091.00088.00085.00090.00093
,00093.00091.00093.00079.00085
.OOOB2
.00088
.00091
.00093
.00091
.00090
.00087
.00090
.00090
.00089
.00094
.00098
.00100
.00091
.00090
.00095
.00108
.00086
.00083
.00089
.00088
.00081
.00089
.00081
.00087
.00089
.00092
.00094
.00095
.00097
.00096
.00100
.00100
.00089
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
(4) INSUFFICIENT OBSERVATIONS OF HATER LEVELS DOHNSTREAM OF THIS SECTION PROHIBIT COMPUTATIONS OF SLOPE FOR REACH LENGTH OF 20 METERS.
113
TABLE 54.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0178, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH;2)
DATE
5-12 5-13 5-14 5-16 5-19
5-20 5-21 5-21 5-22 5-23
5-24 5-26 5-27 5-28 5-29
5-30 6-01 6-03 6-04 6-05
6-06 6-07 6-08 6-09 6-10
6-11 6-12 6-13 6-14 6-16
6-17 6-18 6-19 6-20 6-20
6-21 6-23 6-24 6-25 6-26
6-27 6-28 6-29 9-15
DISCHARGE(l) (M3/SEC)
5.67 0. 4.51 3.74 2.61 3.22
4.15 8.31 8.31 16.7 25.8
26.2 9.28 5.67 4.74 4.37
3.28 3.22 3.28 3.15 3.81
4.96 4.51 7.11 13.5 19.3
23.5 30.6 28.3 23.5 10.3
12.4 18.7 17.0 25.6 24.5
21.4 18.9 16.1 13.7 13.0
12.9 6.93 5.83 .66
(1) DISCHARGE AT SECTION (2) DATA OF HATER-SURFACE
3
00088 0. 00094 00094 00092 00121
00095 00062 00075 00061 00007
00023 00077 00081 00104 00102
00092 00100 00100 00107 00098
00095 00109 00099 00077 00034
00034 00020 00034 00034 00064
00062 00040 00045 00023 00021
00034 00053 00047 00061 00061
00072 00085 00087 00052
0000 AT TIME ELEVATION,
REACH 5
00094 00094 00093 00101 00106
00094 00077 00089 00070 00021
00036 00081 00084 00094 00093
00096 00095 00097 00094 00096
00103 00112 00101 00079 00066
00062 00027 00038 00064 00083
00074 00056 00059 00027 00049
00055 00064 00074 00075 00076
00075 00090 00098 00052
SHOHN ROUNDED
LENGTH(3) 10
0.00100 .00095 .00093 .00095 .00098
.00093
.00082
.00090
.00062
.00048
.00054
.00087
.00096
.00095
.00094
.00096
.00092
.00096
.00097
.00096
.00099
.00109
.00097
.00075
.00072
.00070
.00065
.00061
.00068
. 00086
.00083
.00063
.00073
.00052
.00063
.00072
.00079
.00081
.00084
.00081
.00080
.00096
.00096
.00080
IN TABLE 50. TO THE NEAREST
15
0.00081 .00079 .00077 .00080 .00087
.00083
.00086
.00090
. 00074
.00070
.00071
. 00083
.00084
.00083
.00083
.00081
. 00079
.00084
.00084
.00086
.00091
. 00095
.00095
.00086
.00084
. 00087
.00082
. 00076
.00079
.00082
.00083
.00075
.00083
.00076
.00083
.00084
.00086
.00090
.00091
.00090
.00087
.00091
.00092
.00075
CENTIMETER,
20
0.00080 . 00078 . 00077 .00081 . 00087
. 00087
.00090
. 00092
.00082
. 00083
.00082
.00082
.00080
.00080
.00081
.00081
.00081
.00086
. 00086
. 00087
.00093
. 00094
. 00097
. 00094
.00091
.00096
. 00094
. 00084
.00086
.00082
.00084
.00083
.00091
.00086
.00091
.00093
.00092
.00093
.00093
.00095
.00092
.00089
.00089
.00077
, ARE
(3)
ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
114
TABLE 55.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0220,EAST FORK_RIVER, HYOMING, 1980 __ __ __
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l)(MJ/SEC)
REACH LENGTHO) 5 10 15
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
it
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
DISCHARGEDATA OF H<
0.00080.00076.00056.00064.00039
.00069
.00073
.00074
.00028
.00057
.00080
.00063
.00065
.00042
.00077
.00073
.00059
.00059
.00076
.00061
.00078
.00092
.00071
.00051
.00088
.00072
.00035
.00057
.00073
.00065
.00065
.00064
.00073
.00043
.00073
.00073
.00090
.00078
.00073
.00066
.00061
.00071
.00046
.00061
0.00076.00062.00051.00059.00059
.00057
.00061
.00066
.00056
.00052
.00055
.00052
.00055
.00053
.00056
.00062
.00054
.00059
.00061
.00057
.00060
.00074
.00064
.00061
.00077
.00064
.00048
.00057
.00064
.00049
.00057
.00048
.00057
.00046
.00063
.00060
.00071
.00067
.00056
.00058
.00053
.00049
.00056
.00057
0.00073.00070.00067.00071.00080
.00078
.00084
.00089
.00085
.00058
.00067
.00072
.00066
.00065
.00072
.00070
.00071
.00078
.00078
.00083
.00089
.00094
.00093
.00091
.00088
.00086
.00052
.00067
.00081
.00069
.00075
.00075
.00081
.00071
.00078
.00081
.00085
.00087
.00084
.00083
.00077
.00070
.00074
.00048
0.00076.00075.00075.00078.00085
.00084
.00087
.00090
.00078
.00067
.00072
.00077
.00074
.00073
.00075
.00078
.00079
.00086
.00087
.00088
.00094
.00097
.00095
.00091
.00085
.00087
.00068
.00074
.00082
.00077
.00079
.00079
.00086
.00080
.00085
.00089
.00087
.00088
.00088
.00087
.00083
.00080
.00080
.00065
(3)
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE LISTED IN TABLE 49. COMPUTATIONS OF WATER-SURFACE SLOPE USE WATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
115
TABLE 56.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0257, EAST FORK_RIVER,_HYOMING, 1980 _
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1; (M3/SEC)
REACH LENGTH!3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00057.00044.00046.00056.00072
.00067
.00098
.00106
.00155
.00095
.00101
.00064
.00063
.00039
.00045
.00045
.00047
.00060
.00046
.00078
.00087
.00074
.00098
.00136
.00124
.00128
.00083
.00088
.00122
.00078
.00092
.00120
.00119
.00163
.00134
.00141
.00109
.00132
.00108
.00126
.00095
.00054
.00065
.00008
0.00046.00047.00048.00044.00069
.00073
.00106
.00103
.00125
.00106
.00105
.00075
.00049
.00043
.00056
.00045
.00056
.00072
.00070
.00086
.00090
.00084
.00103
.00129
.00121
.00129
.00089
.00107
.00113
.00064
.00087
.00111
.00119
.00136
.00121
.00121
.00113
.00114
.00111
.00104
.00095
.00057
.00063
.00040
0.00055.00054.00055.00059.00069
.00071
.00087
.00087
.00087
.00084
.00086
.00064
.00050
.00049
.00054
.00059
.00064
.00073
.00075
.00076
.00083
.00082
.00087
.00100
.00096
.00099
.00071
.00084
.00092
.00063
.00072
.00088
.00094
.00099
.00103
.00100
.00091
.00090
.00087
.00087
.00081
.00061
.00062
.00054
).00065 .00067 .00069 .00073 .00074
.00074
.00081
.00081
.00082
.00074
.00077
.00074
.00070
.00074
.00074
.00080
.00080
.00081
.00082
.00081
.00086
.00084
.00084
.00092
.00089
.00090
.00057
.00077
.00093
.00081
.00083
.00091
.00094
.00089
.00093
.00094
.00089
.00091
.00089
.00089
.00086
.00072
.00074
.00064
0.00075.00076.00078.00080.00078
.00076
.00077
.00078
.00076
.00070
.00077
.00084
.00087
.00090
.00089
.00096
.00093
.00092
.00092
.00088
.00088
.00089
.00083
.00084
.00082
.00085
.00065
.00080
.00091
.00090
.00089
.00090
.00092
.00084
.00089
.00092
.00089
.00090
.00090
.00090
.00085
.00081
.00083
.00078
(1) DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFf GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
116
TABLh 51. ~ SUMMARY DATA 0^ LOCAL HATER-SURFACE SLOPE, SECTION 0301, EAST FORK
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
REACH LENGTHO) DATE DISCHARGE(l) 3 5 10 15
(MJ/SEC)20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-Ofc6-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00038.00051.00052.00039.00085
.00088
.00096
.00091
.00075
.00104
.00095
.00070
.00053
.00065
.00050
.00050
.00077
.00095
.00105
.00083
.00095
.00089
.00097
.00105
.00100
.00099
.00094
.00090
.00099
.00069
.00065
.00064
.00085
.00082
.00105
.00102
.00075
.00067
.00085
.00072
.00070
.00060
.00062
.00084
0.00043.00053.00062.00068.00076
.00081
.00097
.00093
.00086
.00096
.00098
.00067
.00043
.00051
.00052
.00067
.00078
.00088
.00090
.00087
.00096
.00087
.00096
.00113
.00095
.00108
.00079
.00097
.00099
.00070
.00074
.00105
.00108
.00115
.00121
.00114
.00096
.00091
.00096
.00095
.00096
.00073
.00068
.00065
0.00058.00064.00070.00072.00069
.00070
.00083
.00077
.00087
.00089
.00087
.00078
.00075
.00081
.00077
.00087
.00086
.00084
.00085
.00083
.00086
.00078
.00080
.00097
.00093
.00099
.00065
.00090
.00106
.00090
.00092
.00108
.00108
.00108
.00108
.00107
.00097
.00098
.00097
.00098
.00095
.00073
.00075
.00073
0.00068.00071.00073.00075.00069
.00068
.00072
.00071
.00077
.00076
.00083
.00083
.00087
.00091
.00089
.00099
.00096
.00091
.00090
.00085
.00082
.00081
.00075
.00083
.00084
.00088
.00065
.00087
.00098
.00092
.00092
.00099
.00098
.00093
.00096
.00096
.00091
.00092
.00090
.00091
.00086
.00075
.00079
.00080
0.00071.00074.00076.00078.00074
.00070
.00071
.00072
.00073
.00071
.00078
.00083
.00087
.00090
.00090
.00097
.00094
.00091
.00090
.00086
.00082
.00082
.00076
.00080
.00080
.00084
.00060
.00080
.00092
.00090
.00089
.00091
.00092
.00083
.00088
.00090
.00086
.00087
.00086
.00087
.00082
.00077
.00079
.00076
(1) DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
117
TABLE 58.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0348, EAST FORK RIVER, HYOMING, 1980
DATE
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DISCHARGE(1)(M3/SEC)
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00077.00084.00091.00095.00064
.00061
.00057
.00052
.00063
.00071
.00068
.00089
.00118
.00127
.00113
.00133
.00116
.00094
.00094
.00083
.00076
.00071
.00058
.00069
.00072
.00079
.00042
.00079
.00102
.00117
.00110
.00115
.00103
.00092
.00096
.00095
.00093
.00096
.00094
.00101
.00097
.00089
.00091
.00091
0.00074.00080.00085.00085.00071
.00067
.00064
.00062
.00069
.00072
.00082
.00095
.00107
.00116
.00110
.00124
.00117
.00105
.00102
.00092
.00082
.00082
.00069
.00075
.00076
.00083
.00064
.00090
.00100
.00107
.00102
.00106
.00101
.00090
.00094
.00095
.00091
.00093
.00092
.00094
.00089
.00086
.00089
.00096
0.00071.00075.00079.00080.00073
.00067
.00067
.00067
.00072
.00075
.00082
.00089
.00095
.00100
.00098
.00106
.00103
.00096
.00094
.00088
.00080
.00079
.00071
.00077
.00078
.00085
.00063
.00086
.00096
.00097
.00096
.00097
.00096
.00088
.00091
.00094
.00088
.00089
.00088
.00090
.00084
.00080
.00082
.00085
0.00068.00070.00072.00074.00068
.00064
.00066
.00066
.00070
.00074
.00080
.00082
.00086
.00089
.00088
.00094
.00091
.00087
.00085
.00080
.00074
.00075
.00068
.00074
.00078
.00084
.00062
.00082
.00092
.00088
.00088
.00090
.00091
.00084
.00087
.00089
.00083
.00084
.00082
.00084
.00079
.00073
.00075
.00076
(1) DISCHARGE AT SECTION 0000 AT TIHE SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATION^ OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15. AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
118
TABLE 59.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0421, EAST FORK RIVER, WYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l) (M3/SEC)
REACH LENGTH*3) 5 10 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00117.00114.00111.00095.00067
.00054
.00020
.00046
.00049
.00027
.00057
.00132
.00211
.00212
.00200
.00216
.00198
.00173
.00150
.00127
.00064
.00100
.00063
.00050
.00054
.00077
.00077
.00097
.00073
.00124
.00139
.00110
.00084
.00070
.00083
.00078
.00098
.00095
.00104
.00102
.00075
.00123
.00126
.00071
0.00098.00101.00098.00090.00069
.00057
.00036
.00042
.00055
.00050
.00071
.00119
.00167
.00169
.00162
.00168
.00152
.00131
.00122
.00105
.00071
.00088
.00057
.00047
.00060
.00071
.00067
.00091
.00096
.00126
.00124
.00099
.00088
.00069
.00076
.00081
.00087
.00091
.00091
.00091
.00075
.00100
.00108
.00108
0.00084.00085.00089.00091.00073
.00063
.00052
.00054
.00057
.00063
.00073
.00096
.00116
.00121
.00118
.00127
.00117
.00104
.00100
.00090
.00073
.00077
.00060
.00058
.00064
.00072
.00055
.00080
.00089
.00106
.00101
.00091
.00088
.00071
.00078
.00083
.00081
.00082
.00080
.00085
.00078
.00087
.00089
.00094
0.00065.00068.00070.00070.00063
.00060
.00062
.00063
.00067
.00075
.00080
.00079
.00083
.00086
.00084
.00089
.00086
.00081
.00079
.00074
.00068
.00068
.00062
.00069
.00074
.00082
.00060
.00080
.00088
.00084
.00084
.00085
.00086
.00079
.00082
.00084
.00076
.00077
.00075
.00078
.00076
.00070
.00071
.00072
(1) DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
119
TABLE 60.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0460, EAST FORK RIVER, HYOMING, 1980
DATE DISCHARGE!1) (MJ/SFr)
VALUE OF HATER-SURFACE SLOPE, IN M/M, RIVER REACH!2)
REACH LENGTHO) 5 10
OVER GIVEN LENGTH OF
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00066.00065.00068.00096.00106
.00070
.00068
.00069
.00059
.00074
.00076
.00067
.00061
.00045
.00070
.00045
.00050
.00063
.00079
.00085
.00075
.00062
.00073
.00068
.00071
.00084
.00050
.00073
.00089
.00074
.00079
.00065
.00071
.00057
.00071
.00082
.00076
.00069
.00062
.00068
.00061
.00077
.00065
.00072
0.00073.00069.00076.00080.00086
.00067
.00060
.00065
.00049
.00073
.00077
.00078
.00065
.00063
.00077
.00069
.00073
.00078
.00078
.00077
.00067
.00068
.00061
.00051
.00056
.00063
.00054
.00066
.00070
.00073
.00068
.00051
.00066
.00046
.00056
.00069
.00059
.00056
.00052
.00056
.00055
.00067
.00065
.00085
0.00075.00074.00074.00072.00063
.00054
.00048
.00054
.00056
.00065
.00071
.00086
.00102
.00101
.00101
.00099
.00093
.00087
.00083
.00075
.00059
.00066
.00054
.00051
.00063
.00074
.00059
.00074
.00083
.00088
.00088
.00075
.00075
.00065
.00068
.00073
.00069
.00069
.00068
.00070
.00065
.00073
.00074
.00071
15 20
0.00069.00069.00070.00070.00058
.00054
.00052
.00055
.00058
.00068
.00074
.00077
.00087
.00090
.00087
.00091
.00085
.00077
.00074
.00067
.00058
.00062
.00052
.00056
.00065
.00075
.00055
.00074
.00080
.00082
.00080
.00075
.00076
.00067
.00070
.00073
.00067
.00068
.00066
.00069
.00068
.00069
.00069
.00070
0.00061.00063. 00064.00064.00057
. 00055
.00056
. 00057
.00061
. 00069
.00073
.00070
. 00076
. 00078
.00076
. 00079
.00076
.00071
.00070
.00064
.00059
.00062
.00056
.00061
.00068
. 00076
. 00060
.00073
.00077
.00074
.00073
. 00074
.00074
.00067
.00072
.00073
.00065
.00067
.00065. 00068
.00067
.00065
.00064
.00066
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL WIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
120
TABLE 61.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0516, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF
DATE DISCHARGE!1)(M3/SEC)
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00032.00027.00030.00000
-.00011
.00032
.00047
.00047
.00030
.00086
.00050
.00032
.00023
.00022
.00006
.00006-.00001-.00002-.00009-.00016
.00015
.00018
.00019
.00032
.00058
.00070
.00041
.00038
.00071
.00020
.00031
.00033
.00061
.00070
.00047
.00039
.00024
.00027
.00032
.00033
.00048
.00004
.00019-.00001
0.00040.00037.00039.00033.00033
.00039
.00057
.00062
.00065
.00084
.00068
.00046
.00033
.00033
.00027
.00022
.00026
.00028
.00027
.00026
.00034
.00030
.00040
.00057
.00073
.00081
.00046
.00052
.00068
.00045
.00045
.00057
.00061
.00072
.00064
.00064
.00048
.00044
.00046
.00047
.00058
.00035
.00029
.00006
0.00048.00046.00045.00045.00045
.00047
.00056
.00059
.00058
.00077
.00078
.00050
.00040
.00039
.00039
.00034
.00036
.00040
.00039
.00038
.00040
.00042
.00044
.00052
.00065
.00075
.00054
.00064
.00065
.00047
.00047
.00047
.00057
.00055
.00057
.00059
.00044
.00045
.00041
.00045
.00053
.00044
.00039
.00042
0.00056.00055.00055.00053.00049
.00047
.00049
.00052
.00056
.00065
.00067
.00060
.00067
.00066
.00064
.00062
.00059
.00057
.00055
.00052
.00046
.00052
.00048
.00051
.00062
.00072
.00060
.00065
.00065
.00059
.00060
.00057
.00059
.00053
.00059
.00060
.00052
.00054
.00052
.00054
.00055
.00056
.00053
.00053
0.00058.00058.00059.00059.00054
.00051
.00052
.00054
.00059
.00066
.00068
.00062
.00067
.00068
.00066
.00068
.00064
.00062
.00061
.00058
.00054
.00058
.00054
.00059
.00066
.00073
.00062
.00067
.00069
.00065
.00065
.00065
.00066
.00059
.00066
.00065
.00060
.00060
.00058
.00061
.00061
.00059
.00056
.00057
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATION^ OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
121
TABLE 62.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0556, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1)REACH LENGTHO)
5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
:J!
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
DISCHARGEDATA OF Hi
0.00024.00023.00008.00011.00009
.00016
.00043
.00042
.00065
.00098
.00108
.00028
.00016
.00026
.00014
.00015
.00008
.00024
.00015
.00016
.00015
.00028
.00026
.00047
.00059
.00092
.00047
.00081
.00053
.00034
.00026
.00043
.00035
.00052
.00063
.00058
.00034
.00040
.00022
.00034
.00045
.00041
.00016
.00011
0.00030.00029.00019.00022.00017
.00034
.00054
.00054
.00073
.00074
.00088
.00023
.00018
.00018
.00008
.00010
.00011
.00013
.00013
.00011
.00016
.00024
.00034
.00057
.00074
.00084
.00062
.00071
.00053
.00024
.00026
.00040
.00042
.00050
.00055
.00046
.00026
.00035
.00029
.00033
.00048
.00032
.00019
.00022
0.00032.00031.00031.00027.00031
.00037
.00051
.00051
.00057
.00067
.00060
.00027
.00023
.00023
.00018
.00016
.00017
.00020
.00020
.00021
.00028
.00033
.00041
.00053
.00063
.00070
.00060
.00051
.00043
.00025
.00027
.00037
.00042
.00043
.00051
.00045
.00032
.00035
.00034
.00036
.00044
.00032
.00025
.00023
0.00043.00042.00041.00042.00046
.00047
.00055
.00056
.00060
.00069
.00065
.00040
.00034
.00033
.00033
.00030
.00031
.00037
.00038
.00040
.00045
.00049
.00052
.00061
.00068
.00073
.00067
.00059
.00055
.00039
.00041
.00046
.00052
.00050
.00058
.00055
.00047
.00046
.00044
.00047
.00051
.00041
.00036
.00037
0.00053.00053.00053.00053.00053
.00051
.00053
.00057
.00061
.00067
.00066
.00054
.00056
.00057
.00057
.00057
.00057
.00058
.00058
.00056
.00054
.00060
.00058
.00062
.00068
.00074
.00066
.00065
.00063
.00053
.00057
.00059
.00061
.00055
.00063
.00061
.00056
.00055
.00054
.00056
.00056
.00053
.00050
.00048
(3)
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER. ARE LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15. AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
122
TABLE 63.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0602, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH!2)
DATE DISCHARGE*1> (M3/SFC)
REACH LENGTH!3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00034.00030.00040.00049.00060
.00048
.00052
.00053
.00058
.00040
.00013
.00008
.00017
.00011
.00016
.00015
.00013
.00005
.00011
.00020
.00027
.00034
.00050
.00053
.00049
.00040
.00066
.00018
.00013 -.00001
.00013
.00013
.00024
.00008
.00034
.00019
.00018
.00019
.00027
.00021
.00027
.00033
.00023
.00047
>. 00030 .00031 .00035 .00029 .00043
.00044
.00048
.00043
.00045
.00042
.00035
.00014
.00019
.00018
.00017
.00015
.00016
.00018
.00021
.00028
.00035
.00042
.00051
.00052
.00053
.00050
.00075
.00039
.00015
.00009
.00014
.00020
.00028
.00014
.00036
.00027
.00023
.00029
.00030
.00031
.00031
.00033
.00028
.00041
0.00038.00039.00037.00039.00045
.00046
.00054
.00054
.00065
.00062
.00060
.00031
.00029
.00028
.00027
.00025
.00027
.00035
.00036
.00042
.00047
.00053
.00059
.00069
.00073
.00074
.00080
.00059
.00048
.00031
.00036
.00047
.00049
.00047
.00059
.00053
.00049
.00047
.00045
.00049
.00051
.00039
.00033
.00033
0.00043.00043.00044.00044.00048
.00050
.00057
.00060
.00065
.00069
.00063
.00038
.00034
.00036
.00036
.00038
.00041
.00046
.00046
.00049
.00053
.00058
.00061
.00070
.00072
.00075
.00069
.00060
.00053
.00036
.00043
.00054
.00056
.00053
.00062
.00057
.00052
.00049
.00049
.00051
.00053
.00042
.00039
.00034
0.00048.00050.00051.00055.00057
.00055
.00057
.00059
.00062
.00067
.00062
.00046
.00043
.00046
.00046
.00048
.00049
.00054
.00054
.00054
.00056
.00061
.00060
.00066
.00069
.00071
.00065
.00058
.00055
.00043
.00047
.00054
.00056
.00050
.00060
.00057
.00052
.00051
.00050
.00051
.00054
.00046
.00044
.00054
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
123
TABLE 64.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0653, EAST
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE
5-12 5-13 5-14 5-16 5-19
5-20 5-21 5-21 5-22 5-23
5-24 5-26 5-27 5-28 5-29
5-30 6-01 6-03 6-04 6-05
6-06 6-07 6-08 6-09 6-10
6-11 6-12 6-13 6-14 6-16
6-17 6-18 6-19 6-20 6-20
6-21 6-23 6-24 6-25 6-26
6-27 6-28 6-29 9-15
lit
DISCHARGE! i '(M3/SEC)
5.67 0. 4.51 3.74 2.61 3.22
4.15 8.31 8.31 16.7 25.8
26.2 9.28 5.67 4.74 4.37
3.28 3.22 3.28 3.15 3.81
4.96 4.51 7.11 13.5 19.3
23.5 30.6 28.3 23.5 10.3
12.4 18.7 17.0 25.6 24.5
21.4 18.9 16.1 13.7 13.0
12.9 6.93 5.83 .66
DISCHARGE AT SECTION DATA OF HATER-SURFACE
3
00047 0 00026 00019 00010 00030
00029 00057 00059 00067 00061
00078 00057 00032 00029 00041
00007 00019 00035 00041 00058
00075 00077 00090 00103 00103
00104 00128 00080 00083 00067
00082 00089 00080 00077 00092
00093 00100 00085 00083 00088
00081 00039 00037 00010
0000 AT TIM ELEVATION.
REACH 5
.00050
. 00057
. 00055
. 00059
.00067
. 00062
.00060
.00061
.00071
.00067
.00060
. 00052
.00047
.00046
.00050
.00048
.00052
.00071
.00070
. 00080
.00084
. 00088
. 00086
.00090
.00089
.00083
.00099
.00068
.00068
.00054
. 00059
.00071
.00070
.00069
.00079
. 00077
.00085
.00069
.00069
.00075
.00067
.00051
.00051
.00039
E SHOHN ROUNDED
LENGTHO) 10
0.00049 0 .00052 .00055 . 00057 .00064
.00061
.00060
.00065
. 00068
. 00066
. 00058
. 00044
.00043
. 00045
.00049
.00056
.00059
. 00066
.00067
.00070
.00071
. 00078
.00077
.00081
.00075
. 00073
. 00077
.00064
.00054
.00040
.00051
.00062
.00063
.00052
.00066
.00061
. 00063
.00057
. 00058
.00060
.00057
.00049
. 00050
.00045
IN TABLE 50. TO THE NEAREST
15
.00049
.00053
.00055
.00061
.00063
. 00060
.00058
.00059
. 00066
. 00063
.00058
.00046
. 00046
.00051
.00051
.00057
.00057
. 00062
. 00062
.00062
. 00063
.00069
. 00066
.00072
.00072
.00071
.00069
. 00057
.00051
. 00042
.00049
.00058
.00057
.00049
. 00062
.00056
.00056
.00054
.00054
.00054
.00055
. 00048
.00047
.00062
CENTIMETER
20
0.00060 .00064 .00066 .00072 .00072
.00070
.00064
.00065
. 00067
.00064
.00060
.00056
.00058
.00061
. 00060
.00063
.00061
. 00065
. 00065
. 00065
.00065
.00070
.00067
.00072
.00072
.00070
. 00066
. 00059
.00057
.00055
. 00056
. 00060
. 00060
.00056
.00063
. 00060
.00057
.00058
. 00058
.00059
.00059
.00057
.00055
.00076
. ARE
(3)
LISTED IN TABLE 49. ....____.____..._ ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THF NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
12*
TABLE 65.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0708, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l) (M3/SFD
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-2A5-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
,66
0.00096.00116.00126.00139.00124
.00123
.00091
.00088
.00077
.00110
.00074
.00062
.00080
.00095
.00088
.00142
.00160
.00167
.00168
.00149
.00120
.00140
.00115
.00096
.00101
.00080
.00052
.00105
.00076
.00046
.00048
.00087
.00088
.00081
.00079
.00081
.00063
.00059
.00067
.00065
.00065
.00077
.00090
.00099
0.00065.00074.00080.00088.00088
.00083
.00072
.00087
.00090
.00087
.00076
.00069
.00066
.00074
.00081
.00108
.00110
.00114
.00113
.00106
.00100
.00107
.00094
.00099
.00083
.00085
.00058
.00080
.00078
.00060
.00078
.00092
.00089
.00076
.00084
.00078
.00084
.00073
.00076
.00076
.00073
.00067
.00073
.00058
). 00060 .00067 .00071 .00081 .00080
.00073
.00061
.00063
.00067
.00063
.00056
.00060
.00063
.00071
.00073
.00084
.00083
.00087
.00087
.00084
.00081
.00087
.00076
.00077
.00074
.00070
.00066
.00056
.00058
.00056
.00063
.00072
.00066
.00056
.00068
.00064
.00068
.00065
.00065
.00064
.00061
.00057
.00061
.00085
). 00073 .00079 .00084 .00093 .00091
.00086
.00070
.00071
.00069
.00059
.00057
.00068
.00075
.00078
.00079
.00084
.00080
.00083
.00084
.00083
.00080
.00085
.00078
.00078
.00073
.00067
.00068
.00059
.00059
.00067
.00066
.00067
.00066
.00059
.00065
.00064
.00066
.00067
.00068
.00068
.00065
.00069
.00069
.00104
0.00080.00085.00089.00097.00096
.00092
.00076
.00076
.00070
.00065
.00064
.00073
.00082
.00085
.00082
.00085
.00083
.00086
.00087
.00085
.00083
.00089
.00080
.00077
.00073
.00071
.00071
.00063
.00064
.00073
.00069
.00066
.00068
.00062
.00068
.00065
.00064
.00067
.00069
.00070
.00067
.00076
.00074
.00110
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.12) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
125
TABLE 66.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0757, _______ EAST FORK RIVER, HYOKING, 1980 ___ _____ __ _____
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
DISCHARGE! 1) (M3/SEC)
5.674.513.742.613.22
4.158.318.3116.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.1113.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83.66
3
0.00022.00034.00042.00061.00049
.00045
.00043
. 00039
.00063
.00024
.00042
.00072
.00073
.00086
.00081
.00084
.00066
.00063
.00057
.00047
.00048
.00045
.00035
.00050
.00042
.00037
.00042
.00006
.00029
.00067
.00068
.00060
.00045
.00025
.00043
.00038
.00055
.00065
.00054
.00060
.00057
.00029
.00028
.00154
REACH 5
0.00061.00068.00076.00092.00085
.00074
.00052
.00050
.00051
.00037
.00038
.00065
. 00077
.00092
.00090
.00098
. 00087
.00076
.00075
.00066
.00062
.00067
.00048
. 00047
. 00047
.00048
.00037
.00021
.00035
.00057
.00061
.00059
.00046
.00027
.00045
.00039
.00044
.00058
.00054
. 00047
.00048
. 00059
.00063
.00142
LENGTHO) 10
0.00098.00107.00115.00131.00120
.00113
.00082
.00083
.00076
.00060
.00061
.00093
.00108
.00112
.00111
.00119
.00108
.00108
.00108
.00101
.00093
.00098
.00084
.00080
.00072
.00066
.00056
.00061
.00070
.00094
.00086
.00078
.00076
.00070
.00069
.00070
.00073
.00078
.00080
.00079
.00075
.00091
.00092
.00154
15
0.00103.00110.00116.00126.00122
.00115
.00088
.00087
.00074
.00067
.00066
.00096
.00110
.00113
.00110
.00113
.00109
.00111
.00112
.00108
.00102
.00108
.00091
.00082
.00075
.00072
.00070
.00067
.00075
.00097
. 00086
.00077
.00079
.00072
.00074
.00074
.00075
.00080
.00082
.00084
.00077
.00095
. 00096
.00147
20
0.00098.00104.00109.00115.00114
.00109
.00087
.00087
.00074
.00067
.00067
.00092
.00103
.00104
.00101
.00102
.00100
.00101
.00102
. 00100
.00096
.00102
.00090
.00081
.00075
.00073
.00074
.00068
.00072
.00091
.00083
.00075
.00077
.00069
.00073
.00073
.00073
.00078
.00080
.00081
.00077
.00091
. 00092
.00135
(3)
DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15. AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USE& IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
126
TABLE 67.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTI8N 0808, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCbARGE(l) (MJ/spri
15
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
(1) DISCHARGE(2) DATA OF H/
0.00209.00239.00255.00292.00241
.00250
.00116
.00122
.00104
.00014
.00060
.00149
.00208
.00198
.00195
.00177
.00144
.00146
.00146
.00156
.00139
.00132
.00108
.00099
.00074
.00052
.00075
. 00070
. 00087
.00179
.00133
.00097
.00083
.00135
.00071
.00092
. 00098
.00115
.00126
.00121
.00107
.00207
.00190
.00305
0.00169.00178.00185. 00209.00189
.00179
.00119
.00106
.00075
.00054
.00062
.00140
.00177
.00169
.00159
.00145
.00123
.00124
.00128
.00124
.00112
.00114
.00102
.00084
. 00082
. 00063
.00070
.00076
. 00092
.00159
.00112
.00078
.00085
. 00098
.00072
.00087
.00081
.00098
.00103
.00104
.00095
.00147
.00141
. 00260
20
(3)
REACH LENGTHO) 5 10
0.00139.00145.00154.00165.00158
.00150
.00109
.00104
.00074
.00065
.00071
.00127
.00152
.00154
.00145
.00139
.00131
.00127
.00129
.00123
.00116
.00120
.00098
.00078
.00070
.00070
.00068
.00067
.00083
.00133
.00106
.00078
.00085
.00078
.00074
.00077
.00075
.00090
.00094
.00096
.00087
.00127
.00127
.00213
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER. ARE LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
0.00125.00131.00137.00145.00140
.00134
.00103
.00103
.00081
.00071
.00075
.00118
.00134
.00134
.00128
.00128
.00124
.00123
.00123
.00118
.00111
.00117
. 00099
. 00085
.00076
. 00076
.00072
.00074
. 00085
.00117
.00101
.00084
.00088
.00080
.00079
.00081
.00081
.00090
.00093
.00094
.00089
.00114
.00116
.00177
0.00111.00117.00120.00126.00123
.00119
.00096
.00096
.00080
.00072
.00076
.00107
.00118
.00119
.00113
.00112
.00111
.00111
.00111
. 00109
.00105
.00109
.00095
.00084
.00078
.00079
.00079
.00077
.00086
.00105
.00094
.00084
.00086
.00077
.00081
.00082
.00082
.00088
. 00089
. 00090
.00086
.00103
.00104
.00147
127
TABLE 68. SUMMARY DATA OF LOCAL WATER-SURfACE SLOPt, SECTION 0853, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACW2)
DATE
5-12 5-13 5-14 5-16 5-19
5-20 5-21 5-21 5-22 5-23
5-24 5-26 5-27 5-28 5-29
5-30 6-01 6-03 6-04 6-05
6-06 6-07 6-08 6-09 6-10
6-11 6-12 6-13 6-14 6-16
6-17 6-18 6-19 6-20 6-20
6-21 6-23 6-24 6-25 6-26
6-27 6-28 6-29 9-15
ii!
DISCHARGE! 1) (M^/SEC)
5.67 0. 4.51 3.74 2.61 3.22
4.15 8.31 8.31 16.7 25.8
26.2 9.28 5.67 4.74 4.37
3.28 3.223.28 3.15 3.81
4.96 4.51 7.11 13.5 19.3
23.5 30.6 28.3 23.5 10.3
12.4 18.7 17.0 25.6 24.5
21.4 18.9 16.1 13.7 13.0
12.9 6.93 5.83 .66
DISCHARGE AT SECTION DATA OF WATER-SURFACE
3
00233 0. 00216 00227 00203 00252
00218 00199 00191 00046 00143
00090 00219 00245 00250 00217
00204 00242 00233 00242 00224
00213 00229 00181 00093 00064
00107 00080 00121 00158 00218
00155 00064 00149 00081 00112
00108 00084 00112 00125 00150
00149 00211 00215 00186
0000 AT TIME ELEVATION,
REACH 5
00202 00199 00207 00199 00209
00202 00171 00165 00096 00121
00124 00188 00215 00207 00190
00176 00184 00183 00188 00182
00175 00184 00154 00110 00094
00108 00108 00122 00136 00198
00149 00100 00131 00122 00114
00115 00105 00119 00131 00144
00123 00179 00180 00257
SHOHN ROUNDED
LENGTHO) 10
0.00164 .00167 .00171 .00172 .00171
.00165
.00130
.00126
. 00086
.00081
.00088
.00149
.00170
.00164
.00151
.00139
.00139
.00137
.00138
.00137
.00130
.00137
.00118
.00091
.00083
. 00086
.00090
.00091
.00104
.00149
.00120
.00090
.00101
. 00096
.00090
.00096
. 00092
.00105
.00111
.00112
.00106
.00145
.00147
.00217
IN TABLE 50. TO THE NEAREST
15
0.00132 .00136 .00139 .00142 .00139
.00135
.00110
.00108
.00083
.00075
. 00084
.00128
.00142
.00139
.00130
.00123
.00120
.00118
.00118
.00116
.00112
.00116
.00100
.00083
. 00078
. 00082
. 00085
. 00084
.00097
.00125
.00107
. 00088
.00093
. 00082
. 00086
.00088
.00087
.00098
.00098
.00099
.00096
.00122
.00123
.00174
CENTIMETER,
20
0.00117 .00122 .00123 .00126 .00124
.00122
.00102
.00102
.00084
. 00075
. 00083
.00116
.00124
.00124
.00114
.00113
.00111
.00110
.00110
. 00108
.00105
.00109
.00096
. 00084
.00079
. 00079
. 00080
. 00084
.00093
.00113
.00100
.00087
.00089
.00074
.00082
. 00083
.00084
.00092
.00093
. 00094
. 00092
.00109
.00110
. 00146
, ARE
(3)
ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL WIDTHS; CHANNEL WIDTH AVERAGES ABOUT 18.5 METERS.
128
TABLE 69.~ SUMMARY DATA OF LOCAL WA1ER-SURfACs EAST FORK RIVER, HYOMING, 1980
SECTION 0898,
DATL
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH!2)
DISCHARGE!! (M-VSEC)
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-Ofc6-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00116.00129.00114.00079.00099
.00110
.00122
.00129
.00142
.00091
.00125
.00124
.00116
.00096
.00097
.00096
.00083
.00087
.00076
.00091
.00091
.00113
.00108
.00113
.00129
.00115
.00130
.00104
.00103
.00106
.00130
.00135
.00121
.00101
.00108
.00113
.00131
.00122
.00127
.00112
.00101
.00102
.00116
.00166
0.00122.00125.00119.00106.00111
.00115
.00109
.00114
.00098
.00085
.00101
.00125
.00123
.00118
.00106
.00099
.00110
.00108
.00102
.00108
.00108
.00117
.00102
.00088
.00083
.00099
.00106
.00088
.00092
.00101
.00106
.00102
.00093
.00083
.00095
.00094
.00096
.00102
.00104
.00095
.00099
.00108
.00120
.00157
0.00133.00133.00131.00122.00127
.00128
.00121
.00122
.00095
.00096
.00107
.00139
.00141
.00134
.00122
.00113
.00119
.00119
.00118
.00118
.00118
.00122
.00111
.00094
.00090
.00100
.00107
.00111
.00121
.00129
.00116
.00102
.00108
.00093
.00105
.00105
.00103
.00110
.00107
.00112
.00110
.00124
.00126
.00142
0.00129.00131.00127.00124.00126
.00126
.00113
.00111
.00088
.00083
.00095
.00128
.00133
.00129
.00114
.00108
.00108
.00108
.00108
.00109
.00108
.00112
.00102
.00086
.00084
.00086
.00093
.00099
.00107
.00124
.00108
.00091
.00096
.00077
.00089
.00090
.00091
.00100
.00100
.00102
.00101
.00118
.00119
.00141
0.00115.00118.00116.00113.00116
.00114
.00104
.00104
.00086
.00078
.00088
.00114
.00119
.00118
.00106
.00101
.00099
.00099
.00098
.00098
.00097
.00101
.00092
.00081
.00077
.00082
.00085
.00088
.00094
.00111
.00099
.00084
.00086
.00067
.00080
.00080
.00080
.00091
.00092
.00093
.00090
.00105
.00105
.00129
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5. 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
129
TABLE 70.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0940, EAST FORKJIIVER^ HYOMING,_1980 _________ __ _____
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l)(M3/SEC)
REACH LENGTH!3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00021.00034.00034.00064.00046
.00029
.00014
.00015
.00070
.00086
.00067
.00055
.00039
.00075
.00036
.00040
.00039
.00040
.00060
.00047
.00060
.00033
.00015
.00021
.00055
.00086
.00075
.00112
.00126
.00032
.00018
.00062
.00048
.00061
.00107
.00086
.00063
.00067
.00015
.00032
.00039
.00035
.00037-.00009
0.00074.00073.00063.00062.00055
.00064
.00078
.00084
.00085
.00076
.00095
.00099
.00083
.00073
.00069
.00059
.00063
.00066
.00061
.00061
.00068
.00061
.00073
.00081
.00084
.00089
.00107
.00115
.00125
.00082
.00088
.00102
.00092
.00072
.00099
.00099
.00101
.00106
.00082
.00090
.00107
.00081
.00076
.00016
0.00091.00091.00081.00071.00076
.00083
.00093
.00094
.00092
.00081
.00101
.00103
.00092
.00089
.00073
.00073
.00074
.00075
.00073
.00079
.00083
.00085
.00085
.00081
.00084
.00085
.00096
.00101
.00102
.00091
.00093
.00093
.00086
.00056
.00086
.00082
.00088
.00093
.00089
.00089
.00094
.00087
.00088
.00070
0.00105.00104.00097.00086.00095
.00097
.00105
.00106
.00093
.00089
.00101
.00109
.00103
.00102
.00087
.00083
.00085
. 00086
.00084
.00087
.00090
. 00093
.00091
.00083
.00082
.00090
.00094
.00100
.00101
.00103
.00097
.00086
.00088
. 00062
.00084
.00082
.00082
.00091
.00092
.00094
.00092
.00094
.00094
.00087
0.00106.00108.00104.00096.00101
.00102
.00100
.00100
.00086
.00085
.00091
.00102
.00103
.00102
.00089
. 00085
.00084
.00085
.00084
. 00085
.00086
.00089
.00085
.00078
. 00077
.00086
.00090
.00092
.00093
.00098
. 00090
.00078
.00080
.00060
.00079
.00076
.00072
.00084
.00085
.00086
.00084
.00093
.00092
.00101
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15. AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFf GAGES USE6 IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
130
TABLE 71.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 0985, EAST FORK
DATE
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH! 2)
DISCHARGE(l) (M3/SEC)
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.15fi.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00117.00097.00070.00041.00058
.00086
.00136
.00130
.00091
.00078
.00129
.00139
.00098
.00085
.00067
.00069
.00065
.00066
.00053
.00077
.00088
.00088
.00123
.00118
.00124
.00080
.00095
.00118
.00102
.00131
.00121
.00099
.00102
.00017
.00059
.00060
.00096
.00097
.00129
.00129
.00123
.00110
.00107
.00048
0.00081.00077.00062.00047.00059
.00070
.00096
.00092
.00089
.00078
.00108
.00090
.00075
.00072
.00052
.00062
.00054
.00057
.00056
.00065
.00070
.00074
.00084
.00082
.00084
.00068
.00085
.00102
.00095
.00095
.00095
.00085
.00081
.00022
.00067
.00061
.00076
.00082
.00088
.00090
.00092
.00077
.00070
.00026
0.00073.00070.00061.00049.00058
.00063
.00085
.00087
.00088
.00080
.00093
.00080
.00064
.00066
.00052
.00051
.00050
.00052
.00049
.00052
.00060
.00059
.00069
.00073
.00073
.00082
.00084
.00093
.00087
.00075
.00077
.00073
.00070
.00035
.00067
.00064
.00065
.00075
.00076
.00076
.00077
.00065
.00060
.00021
0.00077.00078.00070.00059.00065
.00069
.00083
.00086
.00086
.00085
.00091
.00077
.00068
.00069
.00057
.00056
.00056
.00057
.00054
.00057
.00062
.00064
.00067
.00070
.00072
.00085
.00090
.00089
.00083
.00069
.00072
.00071
.00066
.00041
.00071
.00064
.00061
.00072
.00071
.00070
.00070
.00064
.00063
.00048
0.00088.00087.00082.00071.00078
.00080
.00090
.00091
.00087
.00089
.00093
.00085
.00081
.00081
.00069
.00067
.00067
.00068
.00066
.00067
.00070
.00074
.00074
.00074
.00075
.00088
.00093
.00093
.00088
.00080
.00077
.00073
.00073
.00050
.00076
.00070
.00064
.00076
.00076
.00076
.00076
.00074
.00073
.00066
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
131
TABLE 72.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1038, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1)(MJ/srnREACH LENGTH!3)
5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00056.00052.00054.00039.00060
.00049
.00076
.00084
.00086
.00090
.00073
.00032
.00046
.00040
.00042
.00037
.00042
.00043
.00032
.00021
.00033
.00043
.00052
.00053
.00016
.00083
.00063
.00048
.00034
.00049
.00068
.00047
.00040
.00022
.00035
.00044
.00010
.00042
.00056
.00042
.00047
.00033
.00029
.00009
0.00061.00062.00059.00041.00061
.00055
.00076
.00081
.00091
.00084
.00076
.00045
.00033
.00052
.00032
.00036
.00032
.00033
.00033
.00033
.00040
.00044
.00049
.00056
.00048
.00080
.00064
.00062
.00045
.00047
.00050
.00037
.00039
.00013
.00041
.00035
.00022
.00040
.00054
.00047
.00036
.00035
.00030
.00020
0.00065.00066.00060.00045.00055
.00057
.00077
.00079
.00081
.00087
.00086
.00054
.00047
.00051
.00040
.00042
.00039
.00040
.00038
.00039
.00044
.00048
.00055
.00062
.00064
.00080
.00084
.00080
.00066
.00053
.00057
.00053
.00051
.00022
.00056
.00046
.00037
.00054
.00057
.00056
.00052
.00046
.00041
.00026
).00065 .00063 .00057 .00047 .00053
.00056
.00074
.00075
.00083
.00086
.00085
.00058
.00052
.00054
.00043
.00044
.00041
.00043
.00040
.00041
.00046
.00049
.00055
.00065
.00068
.00082
.00087
.00085
.00075
.00055
.00058
.00060
.00057
.00032
.00065
.00055
.00047
.00061
.00060
.00059
.00061
.00051
.00046
.00025
0.00070.00070.00064.00055.00060
.00064
.00081
.00083
.00085
.00085
.00085
.00067
.00060
.00062
.00051
.00051
.00051
.00052
.00049
.00052
.00057
.00061
.00067
.00073
.00072
.00082
.00088
.00082
.00077
.00062
.00065
.00067
.00063
.00038
.00068
.00060
.00056
.00068
.00067
.00066
.00068
.00061
.00058
.00039
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AMD RIGHT- BANK PAIRS OF STAFF GAGES USE6 IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
132
TABLE 73.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1077, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1)(MJ/CCC)
REACH LENGTH)3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-06fc-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00040.00055.00055.00052.00030
.00038
.00036
.00045
.00061
.00103
.00067
.00005
.00005
.00000
.00004
.00010
.00006
.00005
.00012
.00008
.00005
.00002
.00007
.00026
.00059
.00087
.00106
.00086
.00043-.00017
-.00005 .00010 .00010 .00016 .00060
.00030
.00000
.00012-.00009-.00013
-.00003-.00010-.00016 .00026
0.00048.00055.00056.00043.00045
.00043
.00051
.00056
.00064
.00095
.00066
.00017
.00020
.00027
.00027
.00023
.00022
.00022
.00020
.00015
.00018
.00022
.00022
.00043
.00057
.00088
.00099
.00071
.00051
.00006
.00012
.00026
.00023
.00026
.00058
.00034
.00004
.00031
.00020
.00021
.00016
.00018
.00015
.00033
0.00054.00054.00054.00044.00049
.00047
.00062
.00063
.00080
.00091
.00074
.00033
.00035
.00041
.00033
.00034
.00031
.00031
.00030
.00028
.00030
.00038
.00039
.00055
.00058
.00082
.00084
.00072
.00056
.00032
.00036
.00042
.00039
.00026
.00057
.00042
.00023
.00042
.00043
.00039
.00039
.00033
.00029
.00027
0.00062.00061.00057.00047.00053
.00057
.00078
.00080
.00082
.00085
.00079
.00051
.00047
.00050
.00042
.00043
.00041
.00042
.00039
.00042
.00047
.00053
.00062
.00072
.00069
.00078
.00083
.00074
.00066
.00052
.00055
.00057
.00054
.00027
.00060
.00049
.00042
.00058
.00060
.00059
.00058
.00051
.00046
.00025
0.00062.00060.00055.00046.00053
.00057
.00078
.00081
.00082
.00081
.00076
.00057
.00052
.00052
.00043
.00043
.00042
.00044
.00042
.00045
.00052
.00057
.00066
.00074
.00071
.00076
.00080
.00075
.00068
.00056
.00060
.00062
.00060
.00040
.00064
.00056
.00055
.00064
.00064
.00065
.00066
.00055
.00051
.00023
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
133
TABLE 74.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1120, EAST FORK RIVER, WYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1)(MS/SFfM
REACH LENGTH)3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00045.00018.00023.00021.00025
.00038
.00032
.00021
.00055
.00079
.00082
.00026
.00036
.00044
.00037
.00043
.00029
.00032
.00027
.00014
.00017
.00045
.00023
.00064
.00068
.00062
.00094
.00073
.00087
.00039
.00032
.00054
.00059
.00055
.00068
.00053
.00049
.00053
.00059
.00077
.00071
.00054
.00056
.00037
0.00055.00048.00047.00047.00043
.00044
.00061
.00052
.00084
.00094
.00078
.00037
.00054
.00049
.00043
.00045
.00041
.00041
.00038
.00037
.00034
.00051
.00048
.00071
.00075
.00080
.00095
.00083
.00077
.00045
.00044
.00069
.00058
.00043
.00079
.00061
.00043
.00062
.00057
.00053
.00070
.00053
.00049
.00033
0.00056.00056.00055.00049.00050
.00054
.00076
.00078
.00079
.00085
.00069
.00044
.00042
.00047
.00042
.00041
.00040
.00041
.00039
.00041
.00046
.00055
.00065
.00079
.00074
.00077
.00085
.00067
.00065
.00043
.00046
.00058
.00054
.00034
.00066
.00051
.00044
.00060
.00057
.00057
.00058
.00054
.00048
.00026
0.00055.00054.00052.00043.00051
.00055
.00076
.00080
.00080
.00079
.00066
.00045
.00044
.00045
.00038
.00039
.00037
.00040
.00038
.00042
.00048
.00058
.00066
.00075
.00069
.00072
.00075
.00063
.00056
.00047
.00051
.00056
.00055
.00043
.00061
.00051
.00050
.00059
.00058
.00059
.00059
.00050
.00046
.00023
0.00058.00056.00054.00046.00054
.00059
.00080
.00084
.00081
.00078
.00070
.00050
.00049
.00048
.00042
.00043
.00043
.00047
.00044
.00048
.00055
.00061
.00070
.00077
.00070
.00071
.00074
.00066
.00060
.00052
.00058
.00061
.00061
.00043
.00061
.00056
.00055
.00062
.00064
.00066
.00067
.00056
.00053
.00024
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
134
TABLE 75.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1155, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l) (M3/SEC)
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
3
0.00088 .00098 .00091 .00080 .00092
.00092
.00161
.00174
.00095
.00071
.00064
.00106
.00071
.00094
.00069
.00066
.00089
.00084
.00090
.00121
.00117
.00129
.00175
.00148
.00078
.00051
.00079
.00047
.00061
.00106
.00110
.00100
.00086
.00020
.00059
.00060
.00084
.00112
.00116
.00103
.00102
.00122
.00110
.00017
REACH 5
0.00068 .00066 .00064 .00059 .00061
.00073
.00117
.00123
.00098
.00067
.00064
.00080
.00061
.00067
.00057
.00056
.00061
.00062
.00060
.00073
.00088
.00094
.00126
.00124
.00093
.00066
.00062
.00051
.00069
.00082
.00087
.00087
.00083
.00034
.00067
.00064
.00084
.00091
.00095
.00094
.00095
.00091
.00083
.00012
LENGTHO) 10
0.00056 .00052 .00049 .00042 .00052
.00060
.00086
.00092
.00082
. 00067
.00059
.00058
.00058
.00051
.00045
.00046
.00045
.00050
.00048
.00056
.00066
.00077
.00090
.00095
.00080
.00062
. 00066
.00057
.00059
.00063
.00068
.00073
.00073
.00062
. 00069
.00062
.00078
.00077
.00076
.00080
.00083
.00068
.00064
.00020
15
0.00053 .00050 .00051 .00047 .00055
.00060
.00081
.00086
.00079
.00072
.00060
.00046
.00049
.00045
.00043
.00043
.00045
.00050
.00047
.00052
.00061
.00067
.00077
.00084
.00074
.00066
.00068
.00057
.00056
.00048
.00056
. 00064
.00065
.00055
.00065
.00061
.00064
.00066
.00066
.00071
.00072
.00061
.00059
.00024
20
0.00055 .00054 .00055 .00051 .00056
.00059
.00078
.00083
.00079
.00072
.00061
.00045
.00048
.00048
.00045
.00048
.00049
.00050
. 00047
.00051
. 00058
.00062
.00071
.00080
.00069
.00067
. 00067
.00059
.00055
.00048
.00059
.00063
.00062
.00049
.00062
.00058
.00060
.00066
.00066
.00070
.00069
.00059
.00059
.00025
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15. AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
135
DATE
TABLE 76.- SUMMARY DATA OF LOCAL NATER-SURFACE SLOPE, SECTION 1202,___ __EAST FOR̂ RIVER, HYOMING, 1980 ___ _____
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DISCHARGE!1) (MS/SEC)
REACH LENGTH)3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00041.00041.00041.00016.00029
.00045
.00080
.00095
.00099
.00055
.00055
.00056
.00075
.00029
.00031
.00033
.00021
.00025
.00017
.00023
.00051
.00083
.00085
.00089
.00116
.00094
.00049
.00059
.00060
.00056
.00078
.00077
.00088
.00151
.00097
.00089
.00129
.00088
.00088
.00090
.00098
.00053
.00050
.00006
0.00045.00042.00036.00023.00049
.00063
.00079
.00096
.00068
.00041
.00036
.00056
.00055
.00037
.00036
.00038
.00033
.00045
.00044
.00054
.00075
.00081
.00096
.00090
.00075
.00044
.00039
. 00037
.00035
.00061
.00070
.00062
.00077
.00091
.00058
.00060
.00098
.00074
.00071
.00088
.00083
.00058
.00058
.00015
0.00053.00049.00051.00049.00062
.00068
.00095
.00102
.00082
.00060
.00051
.00055
.00058
.00049
.00048
.00048
.00055
.00063
.00059
.00068
.00082
.00082
.00097
.00097
.00077
.00056
.00050
.00047
.00050
.00059
.00071
.00074
.00080
.00069
.00063
.00071
.00086
.00076
.00080
.00088
.00089
.0007A
.00075
.00020
0.00055.00053.00055.00056.00060
.00064
.00084
.00089
.00080
.00062
.00055
.00050
.00057
.00053
.00053
.00057
.00060
.00061
.00057
.00063
.00072
.00074
.00085
.00091
.00073
.00060
.00058
.00053
.00055
.00056
.00072
.00075
.00074
.00061
.00065
.00068
.00078
.00078
.00079
.00086
.00086
.00072
.00076
.00025
). 00059 .00059 .00061 .00059 .00059
.00061
.00076
.00081
.00076
.00067
.00057
.00050
.00057
.00055
.00056
.00059
.00059
.00058
.00055
.00058
.00062
.00065
.00072
.00080
.00070
.00063
.00061
.00056
.00055
.00057
.00068
.00068
.00068
.00052
.00064
.00062
.00070
.00073
.00075
.00080
.00078
.00071
.00072
.00047
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
136
TABLE 77.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 12*1, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l) (MJ/SFC)
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
REACH LENGTHO) 5 10 15
0.00040.00020.00022.00051.00082
.00074
.00073
.00072
.00050
.00036
.00018
.00021
.00038
.00033
.00041
.00046
.00051
.00090
.00085
.00075
.00097
.00055
.00067
.00067
.00019
-.00004 .00008 .00026 .00013 .00029
.00016
.00046
.00056-.00010 .00000
.00056
.00010
.00053
.00048
.00063
.00069
.00066
.00060
.00028
0.00045.00037.00049.00062.00075
.00069
.00080
.00081
.00070
.00064
.00048
.00027
.00050
.00041
.00048
.00048
.00068
.00079
.00073
.00078
.00083
.00069
.00069
.00075
.00053
.00047
.00044
.00045
.00038
.00033
.00056
.00065
.00077
.00073
.00056
.00078
.00071
.00057
.00065
.00081
.00085
.00068
.00081
.00035
0.00051.00051.00057.00063.00064
.00067
.00078
.00086
.00073
.00052
.00046
.00042
.00055
.00052
.00057
.00063
.00068
.00068
.00063
.00066
.00077
.00071
.00080
.00085
.00066
.00053
.00046
.00047
.00047
.00049
.00076
.00074
.00075
.00067
.00061
.00070
.00082
.00078
.00080
.00092
.00086
.00072
.00083
.00028
20
0 . 00063. 00064. 00067.00068. 00065
.00066
.00078
.00084
.00075
.00059
.00051
.00055
.00066
.00062
.00066
.00070
.00072
.00068
.00065
. 00068
.00071
. 00070
.00078
.00082
.00068
.00057
. 00049
. 00050
.00051
. 00067
.00080
.00075
.00075
.00056
.00064
.00067
.00082
.00081
.00087
.00092
.00088
.00083
.00087
.00060
0.00069.00070.00073.00072.00068
.00068
.00076
.00080
.00073
.00059
. 00053
.00060
.00073
.00071
.00072
.00075
.00075
. 00073
.00071
. 00072
.00074
. 00075
.00077
. 00080
.00068
.00058
.00054
.00052
.00055
.00073
.00078
.00074
.00073
.00053
. 00064
.00064
.00076
.00081
.00082
. 00088
.00086
.00087
.00088
.00076
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
137
TABLE 78.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1284, EAST FORK RIVER, HYOMING, 1980
DATE
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DISCHARGE*1) (M^SEC)
REACH LENGTHO) 5 10 15 20
5-12 5-13 5-14 5-16 5-19
5-20 5-21 5-21 5-22 5-23
5-24 5-26 5-27 5-28 5-29
5-306-01 6-03 6-04 6-05
6-06 6-07 6-08 6-09 6-10
6-11 6-12 6-13 6-14 6-16
6-17 6-18 6-19 6-20 6-20
6-21 6-23 6-24 6-25 6-26
6-27 6-28 6-29 9-15
5.674.513.742.613.22
4.158.318.3116.725.8
26.2.28.6774
4.37
,28,22,2815
3.81
,96,5111
13.519.3
23.530.628.323,
21, 18, 16, 13,
10.3
12.418.717.025.624.5
13.0
12.96.935.83.66
0.00078.00109.00122.00147.00088
.00084
.00091
.00094
.00109
.00083
.00098
.00057
.00058
.00102
.00121
.00144
.00157
.00105
.00093
.00104
.00085
.00063
.00084
.00127
.00107
.00125
.00090
.00083
.00083
.00064
.00158
.00127
.00107
.00091
.00125
.00091
.00116
.00108
.00117
.00134
.00113
.00110
.00146
.00065
0.00064.00074.00094.00115.00071
.00066
.00074
.00076
.00082
.00059
.00060
.00039
.00059
.00081
.00090
.00103
.00115
.00082
.00075
.00074
.00068
.00061
.00067
.00084
.00066
.00075
.00064
.00061
.00074
.00045
.00106
.00095
.00073
.00044
.00076
.00077
.00080
.00095
.00102
.00108
.00090
.00090
.00120
.00040
0.00071.00075.00083.00087.00071
.00064
.00060
.00064
.00066
.00060
.00051
.00051
.00073
.00073
.00082
.00090
.00090
.00078
.00076
.00072
.00063
.00058
.00054
.00062
.00055
.00054
.00048
.00052
.00050
.00071
.00084
.00073
.00070
.00045
.00062
.00065
.00075
.00080
.00090
.00094
.00086
.00092
.00099
.00105
0.00076.00079.00084.00085.00075
.00072
.00069
.00073
.00066
.00053
.00047
.00063
.00082
.00081
.00085
.00090
.00088
.00084
.00082
.00078
.00078
.00075
.00070
.00070
.00062
.00054
.00047
.00049
.00051
.00079
.00082
.00072
.00073
.00052
.00061
.00063
.00076
.00082
.00083
.00092
.00086
.00095
.00098
.00108
0.00081.00084.00088.00089.00083
.00080
.00078
.00081
.00070
.00053
.00048
.00068
.00084
.00083
.00087
.00091
.00091
.00089
.00087
.00086
.00084
.00083
.00080
.00078
.00068
.00056
.00046
.00048
.00055
.00082
.00084
.00075
.00075
.00052
.00062
.00065
.00077
.00084
.00087
.00092
.00089
.00095
.00096
.00101
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
138
TABLE 79.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1315, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH!2)
DATE DISCHARGE(l) (M3/SEC)
REACH LENGTH!3) 5 10 15 20
5-125-135-145-1*5-19
5-205-215-215-225-23
5-245-2*5-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
*-ll6-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.*74.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00084.00089.00089.00044.00034
.00032
.00014
.00023
.00030
.000*0
.00038
.00073
.00101
.00060
.00081
.00071
.00055
.00030
.00043
.00030
.00006
.00032
.00014
.00004
.00027
.00043
.00040
.00037
.00046
.00109
.00084
.00055
.00057
.00018
.00053
.00046
.00069
.00079
.00090
.00084
.00076
.00113
.00095
.00250
0.00096.00105.00104.00089.00063
.00052
.00029
.00036
.00047
.00053
.00043
.00080
.00105
.00096
.00102
.00113
.00086
.00068
.00074
.00059
.00037
.00046
.00026
.00026
.00044
.00040
.00039
.00048
.00047
.00120
.00087
.00059
.00053
.00013
.00053
.00041
.00070
.00085
.00099
.00090
.00080
.00110
.00096
.00207
0.00101.00109.00117.00115.00088
.00079
.00063
.00062
.00062
.00053
.00052
.00083
.00107
.00113
.00117
.00121
.00115
.00102
.00103
.00092
.00080
.00080
.00063
.00060
.00061
.00060
.00052
.00053
.00062
.00106
.00095
.00075
.00071
.00036
.00065
.00060
.00072
.00090
.00090
.00095
.00088
.00120
.00119
.00178
0.00097.00103.00108.00112.00097
.00088
.00070
.00070
.00063
.00051
.00046
.00075
.00099
.00102
.00109
.00112
.00111
.00106
.00105
.00099
.00088
.00086
.00071
.00068
.00062
.00055
.00044
.00048
.00056
.00094
.00087
.00075
.00073
.00043
.00060
.00062
.00071
.00085
.00089
.00093
.00088
.00107
.00107
.00145
0.00099.00103.00107.00107.00101
.00096
.00082
.00084
.00070
.00050
.00046
.00083
.00103
.00104
.00108
.00111
.00110
.00108
.00108
.00104
.00101
.00100
.00090
.00080
.00068
.00054
.00041
.00046
.00057
.00094
.00091
.00078
.00079
.00052
.00060
.00066
.00077
.00088
.00092
.00096
.00094
.00108
.00110
.00119
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15. AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
139
TABLE 80.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1360, EAST FORK RIVER, HYOMING, 1980
DATE DISCHARGE!1) (M^/SEC)
VALUE OF HATER-SURFACE SLOPE, IN M/M, RIVER REACH(2)
OVER GIVEN LENGTH OF
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725. &
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00140.00151.00166.00191.00153
.00119
.00074
.00048
.00060
.00030
.00043
.00126
.00156
.00188
.00158
.00165
.00166
.00188
.00182
.00161
.00158
.00131
.00090
.00050
.00050
.00034
.00047
.00049
.00074
.00145
.00039
.00040
.00051
.00020
.00034
.00042
.00037
.00065
.00064
.00062
.00058
.00134
.00133
.00251
0.00136.00140.00141.00135.00124
.00111
.00082
.00072
.00055
.00049
.00050
.00125
.00149
.00157
.00152
.00145
.00135
.00147
.00151
.00135
.00127
.00125
.00088
.00066
.00073
.00058
.00045
.00051
.00060
.00149
.00087
.00067
.00081
.00044
.00062
.00057
.00065
.00086
.00070
.00084
.00092
.00151
.00129
.00266
0.00124.00131.00132.00129.00117
.00105
.00070
.00067
.00055
.00041
.00039
.00099
.00127
.00129
.00133
.00134
.00125
.00126
.00128
.00117
.00102
.00107
.00078
.00063
.00064
.00049
.00035
.00042
.00059
.00123
.00089
.00072
.00071
.00034
.00054
.00054
.00067
.00090
.00091
.00090
.00088
.00121
.00110
.00200
0.00124.00130.00134.00134.00121
.00114
.00088
.00087
.00072
.00048
.00047
.00104
.00127
.00133
.00136
.00138
.00135
.00131
.00132
.00126
.00117
.00119
.00100
.00082
.00071
.00057
.00039
.00045
.00066
.00114
.00102
.00084
.00082
.00046
.00062
.00066
.00076
.00095
.00101
.00100
.00100
.00127
.00127
.00154
0.00111.00114.00118.00117.00112
.00107
.00086
.00086
.00070
.00047
.00046
.00095
.00115
.00118
.00121
.00123
.00122
.00121
.00121
.00116
.00112
.00111
.00097
.00083
.00069
.00051
.00037
.00042
.00058
.00102
.00096
.00078
.00078
.00046
.00057
.00064
.00073
.00088
.00094
.00096
.00094
.00113
.00116
.00129
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15. AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
140
TABLE 81.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1396, EAST FORK RIVER, HYOHING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCUARGE(l)(MJ/CCfM
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00146.00134.00110.00136.00165
.00157
.00146
.00126
.00077
.00028
.00030
.00076
.00106
.00117
.00149
.00132
.00134
.00158
.00147
.00154
.00140
.00155
.00144
.00138
.00096
.00057
.00012
.00008
.00060
.00116
.00127
.00111
.00101
.00056
.00065
.00077
.00095
.00098
.00107
.00102
.00129
.00093
.00084
.00066
0.00142.00148.00149.00156.00172
.00163
.00111
.00112
.00063
.00025
.00029
.00102
.00132
.00137
.00152
.00146
.00156
.00167
.00168
.00168
.00157
.00167
.00133
.00113
.00094
.00061
.00022
.00033
.00068
.00103
.00104
.00100
.00094
.00060
.00060
.00073
.00071
.00105
.00097
.00099
.00105
.00111
.00108
.00130
0.00151.00153.00154.00152.00155
.00149
.00115
.00113
.00082
.00045
.00044
.00132
.00153
.00159
.00159
.00157
.00156
.00165
.00166
.00163
.00160
.00162
.00137
.00104
.00084
.00055
.00030
.00040
.00069
.00129
.00108
.00091
.00095
.00057
.00061
.00072
.00078
.00099
.00105
.00104
.00112
.00141
.00139
.00151
0.00127.00129.00130.00125.00125
.00122
.00095
.00094
.00071
.00041
.00043
.00114
.00133
.00135
.00135
.00134
.00131
.00135
.00135
.00131
.00128
.00130
.00113
.00088
.00074
.00047
.00031
.00037
.00059
.00116
.00099
.00078
.00079
.00044
.00053
.00061
.00072
.00091
.00096
.00096
.00095
.00121
.00120
.00138
0.00114.00115.00117.00113.00110
.00108
.00089
.00088
.00071
.00047
.00047
.00103
.00119
.00121
.00122
.00123
.00121
.00121
.00121
.00117
.00115
.00116
.00103
.00086
.00074
.00051
.00035
.00041
.00061
.00105
.00099
.00080
.00079
.00045
.00056
.00063
.00072
.00088
.00094
.00094
.00092
.00112
.00114
.00122
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USE6 IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
141
TABLE 82.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1425, EAST FORK RIVER, HYOMING, 1980__ ___ ___
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH!2)
DATE DISCHARGE! 1) (M3/SEC)
REACH LENGTH!3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00212.00226.00248.00212.00232
.00233
.00190
.00205
.00129
.00079
.00082
.00229
.00255
.00260
.00228
.00241
.00238
.00248
.00259
.00257
.00273
.00283
.00240
.00160
.00113
.00056
.00033
.00059
.00093
.00159
.00161
.00135
.00128
.00123
.00079
.00110
.00116
.00143
.00136
.00148
.00186
.00237
.00266
.00082
0.00153.00153.00158.00148.00155
.00159
.00131
.00139
.00110
.00050
.00047
.00148
.00159
.00161
.00156
.00160
.00159
.00161
.00163
.00167
.00175
.00176
.00168
.00122
.00086
.00051
.00026
.00041
.00075
.00118
.00124
.00101
.00102
.00064
.00063
.00081
.00088
.00105
.00131
.00118
.00122
.00142
.00156
.00067
0.00125.00124.00126.00119.00130
.00134
.00111
.00113
.00080
.00038
.00043
.00119
.00132
.00133
.00132
.00130
.00132
.00139
.00138
.00139
.00145
.00146
.00138
.00109
.00082
.00046
.00026
.00032
.00057
.00104
.00107
.00084
.00085
.00052
.00051
.00067
.00074
.00091
.00098
.00100
.00098
.00114
.00119
.00086
0.00117.00114.00115.00109.00115
.00117
.00099
.00097
.00073
.00045
.00047
.00112
.00122
.00124
.00122
.00121
.00121
.00128
.00127
.00126
.00129
.00128
.00117
.00096
.00080
.00048
.00029
.00037
.00060
.00105
.00099
.00080
.00082
.00049
.00053
.00064
.00070
.00085
.00091
.00091
.00092
.00110
.00111
.00103
0.00116.00116.00117.00111.00114
.00108
.00091
.00090
.00073
.00047
.00046
.00105
.00117
.00116
.00117
.00116
.00113
.00118
.00117
.00115
.00115
.00116
.00105
.00090
.00078
.00051
.00032
.00041
.00062
.00104
.00098
.00081
.00081
.00050
.00055
.00063
.00071
.00087
.00091
.00092
.00092
.00106
.00107
.00110
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
142
TABLE B3.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1481, EAST FORK RIVER, HYOMING, 1980
DATE
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DISCHARGE!1) (MJ/SEC)
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
3.00053.00043.00036.00030.00042
.00049
.00052
.00052
.00041
.00010
.00010
.00052
.00051
.00050
.00053
.00042
.00054
.00045
.00040
.00042
.00047
.00044
.00061
.00061
.00061
.00024
.00022
.00021
.00017
.00076
.00078
.00026
.00039 -.00008 .00019
.00021
.00035
.00050
.00068
.00056
.00027
.00032
.00031
.00086
0.00093.00085.00084.00075.00082
.00095
.00093
.00091
.00072
.00036
.00047
.00104
.00105
.00103
.00100
.00094
.00093
.00099
.00095
.00097
.00110
.00105
.00117
.00095
.00069
.00038
.00032
.00026
.00043
.00093
.00093
.00063
.00071
.00037
.00041
.00054
.00066
.00072
.00079
.00086
.00073
.00089
.00094
.00071
0.00097.00091.00092.00083.00090
.00098
.00091
.00091
.00073
.00049
.00049
.00103
.00105
.00103
.00099
.00100
.00100
.00104
.00102
.00104
.00112
.00109
.00110
.00093
.00078
.00044
.00029
.00037
.00057
.00089
.00096
.00076
.00076
.00046
.00050
.00061
.00068
.00077
.00088
.00087
.00082
.00092
.00098
.00063
). 00110 .00108 .00109 .00102 .00111
.00107
.00096
.00096
.00078
.00049
.00047
.00103
.00108
.00106
.00106
.00105
.00105
.00111
.00109
.00110
.00115
.00115
.00112
.00099
.00083
.00053
.00031
.00041
.00063
.00094
.00100
.00085
.00084
.00056
.00056
.00066
.00072
.00086
.00090
.00092
.00092
.00096
.00101
.00074
0.00111.00110.00112.00105.00111
.00104
.00095
.00094
.00081
.00052
.00049
.00103
.00107
.00107
.00105
.00104
.00103
.00109
.00107
.00106
.00110
.00110
.00105
.00096
.00085
.00057
.00035
.00044
.00066
.00097
.00098
.00087
.00088
.00066
.00060
.00072
.00077
.00088
.00091
.00091
.00093
.00097
.00098
.00087
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF WATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3. 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL WIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
143
TABLE 84.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1533, EAST FORK RIVER, HYOMING, 1980
DATE
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DISCHARGE(l)(M3/SEC)
REACH LENGTH(3) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00057.00038.00048.00039.00033
.00054
.00069
.00067
.00089
.00082
.00079
.00085
.00064
.00061
.00051
.00055
.00045
.00063
.00057
.00060
.00076
.00072
.00073
.00080
.00108
.00094
.00063
.00077
.00100
.00051
.00082
.00113
.00094
.00066
.00092
.00075
.00088
.00086
.00079
.00092
.00081
.00075
.00074
.00008
0.00057.00047.00046.00039.00044
.00052
.00062
.00053
.00048
.00065
.00065
.00073
.00067
.00061
.00057
.00060
.00058
.00066
.00062
.00062
.00069
.00062
.00064
.00075
.00078
.00045
.00032
.00042
.00058
.00062
.00075
.00072
.00067
.00048
.00052
.00056
.00059
.00059
.00059
.00064
.00063
.00060
.00060
.00048
0.00091.00088.00087.00080.00085
.00078
.00080
.00079
.00074
.00054
.00050
.00087
.00085
.00080
.00081
.00079
.00075
.00081
.00077
.00078
.00085
.00082
.00088
.00089
.00079
.00055
.00035
.00044
.00061
.00084
.00091
.00079
.00078
.00053
.00055
.00062
.00067
.00076
.00078
.00082
.00080
.00077
.00080
.00063
0.00098.00097.00099.00090.00096
.00089
.00088
.00090
.00085
.00057
.00051
.00094
.00091
.00088
.00085
.00085
.00084
.00088
.00085
.00086
.00092
.00092
.00095
.00094
.00085
.00059
.00037
.00047
.00066
.00085
.00095
.00087
.00088
.00072
.00061
.00074
.00079
.00084
.00089
.00088
.00089
.00082
.00085
.00061
0.00100.00099.00101.00093.00100
.00094
.00091
.00093
.00086
.00057
.00053
.00097
.00095
.00094
.00091
.00089
.00088
.00092
.00090
.00090
.00098
.00099
.00099
.00097
.00087
.00061
.00039
.00049
.00069
.00089
.00097
.00091
.00090
.00077
.00064
.00077
.00082
.00088
.00091
.00091
.00091
.00086
.00087
.00064
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USE6 IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
144
TABLE 85.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1573,EAST FORKJUVER, HYOMING,_1980 ___ __ _____ ____ __
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1)(MS/SEC)
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
).00122 .00158 .00151 .00155 .00158
.00078
.00078
.00093
.00085
.00059
.00058
.00060
.00079
.00054
.00092
.00086
.00073
.00081
.00077
.00075
.00065
.00057
.00057
.00103
.00053
.00048
.00021
.00042
.00079
.00077
.00089
.00097
.00086
.00106
.00085
.00062
.00059
.00083
.00067
.00077
.00100
.00061
.00078
.00072
0.00122.00132.00134.00127.00135
.00078
.00078
.00083
.00091
.00068
.00040
.00079
.00076
.00068
.00078
.00076
.00072
.00072
.00072
.00068
.00064
.00067
.00069
.00093
.00088
.00079
.00039
.00065
.00081
.00095
.00102
.00101
.00095
.00082
.00070
.00079
.00070
.00092
.00091
.00086
.00106
.00075
.00080
.00074
0.00089.00092.00094.00086.00091
.00071
.00079
.00081
.00090
.00068
.00056
.00081
.00071
.00067
.00063
.00063
.00062
.00065
.00063
.00061
.00066
.00067
.00072
.00091
.00092
.00072
.00045
.00057
.00074
.00076
.00090
.00097
.00096
.00099
.00071
.00087,00088.00087.00085.00084
.00091
.00067
.00065
.00055
1.00086.00084.00086.00077.00083
.00074
.00082
.00082
.00088
.00063
.00057
.00087
.00078
.00076
.00072
.00068
.00066
.00069
.00066
.00065
.00075
.00076
.00082
.00091
.00086
.00066
.00046
.00055
.00072
.00083
.00091
.00091
.00090
.00086
.00067
.00080
.00085
.00085
.00086
.00086
.00085
.00071
.00071
.00055
0.00089.00088.00090.00081.00086
.00081
.00084
.00086
.00086
.00062
.00058
.00091
.00087
.00084
.00079
.00077
.00074
.00078
.00076
.00075
.00083
.00084
.00087
.00092
.00086
.00065
.00043
.00054
.00072
.00085
.00092
.00088
.00089
.00081
.00066
.00079
.00084
.00085
.00088
.00087
.00087
.00077
.00078
.00054
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3. 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFf GAGES USE6 IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
145
TABLE 86.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1610, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!1)(M'J/SEC)
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
3
0.00096 .00090 .00091 .00081 .00066
. 00086
.00123
.00118
.00153
. 00096
. 00064
.00121
.00080
.00097
.00057
.00055
.00062
.00058
.00058
.00052
.00064
.00071
.00105
.00122
.00149
. 00099
.00080
. 00090
.00090
. 00088
.00126
.00130
.00158
.00188
.00071
.00164
.00152
.00113
.00134
.00108
.00117
.00068
.00052
.00045
REACH 5
0.00099 .00104 .00111 .00099 .00108
.00084
.00096
.00102
.00124
.00068
.00054
.00089
.00070
. 00073
.00059
.00057
. 00060
.00061
.00056
. 00053
.00063
. 00073
.00082
.00099
.00108
.00097
. 00063
. 00068
.00084
.00081
. 00096
.00114
.00121
.00148
.00084
.00121
.00124
.00109
.00106
.00099
.00105
.00070
.00062
.00054
LENGTH! 3) 10
0.00088 . 00089 . 00093 . 00083 .00089
.00072
.00084
. 00086
.00104
.00073
. 00062
. 00086
. 00072
.00072
.00065
.00059
. 00057
.00057
. 00056
. 00054
. 00064
. 00070
. 00073
. 00095
. 00093
. 00080
. 00056
. 00069
.00085
.00086
. 00093
.00105
.00104
.00120
. 00080
.00099
.00102
.00095
. 00096
.00090
.00095
. 00067
.00064
.00050
15 20
0.00079.00080.00082.00074.00077
.00068
.00078
.00080
.00089
.00070
.00065
.00082
.00075
.00072
.00064
.00062
.00058
.00061
.00060
.00058
.00066
.00068
.00071
.00089
.00089
.00075
.00051
.00064
.00080
.00081
.00087
.00093
.00093
.00099
.00073
.00088
.00092
.00086
.00085
.00085
.00087
.00067
.00064
.00047
0.00078.00077.00078.00070.00075
.00071
.00082
.00083
.00087
.00068
.00065
.00084
.00077
.00074
.00067
.00065
.00063
.00065
.00063
.00062
.00070
.00072
.00077
.00089
.00088
.00074
.00052
.00062
.00076
.00082
.00088
.00088
.00089
.00086
.00069
.00081
.00084
.00084
.00083
.00084
.00082
.00068
.00066
.00047
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
146
TABLE 87.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1662, EAST FORK RIVER, HYOMING, 1980 __ ____ ___
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE;i)(M3/SEC)
REACH LENGTHO) 5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00031.00021.00036.00017.00048
.00041
.00031
.00036
.00039
.00042
.00065
.00063
.00041
.00051
.00058
.00027
.00013
.00013
.00018
.00014
.00052
.00062
.00038
.00039
.00016
.00054
.00054
.00044
.00048
.00073
.00033
.00057
.00044
.00057
.00080
.00058
.00083
.00056
.00053
.00065
.00045
.00050
.00048
.00037
0.00045.00038.00040.00029.00036
.00053
.00077
.00076
.00096
.00073
.00087
.00077
.00065
.00065
.00055
.00043
.00042
.00043
.00039
.00041
.00062
.00069
.00065
.00086
.00080
.00068
.00063
.00068
.00090
.00078
.00074
.00101
.00090
.00127
.00089
.00089
.00108
.00088
.00087
.00081
.00073
.00058
.00053
.00023
0.00070.00072.00075.00066.00069
.00069
.00081
.00084
.00096
.00071
.00071
.00085
.00077
.00076
.00062
.00058
.00055
.00057
.00055
.00054
.00065
.00070
.00072
.00088
.00091
.00084
.00058
.00071
.00086
.00084
.00086
.00091
.00095
.00110
.00077
.00095
.00103
.00089
.00090
.00089
.00085
.00068
.00062
.00039
0.00073.00074.00075.00068.00072
.00068
.00083
.00085
.00094
.00076
.00072
.00082
.00074
.00071
.00061
.00058
.00057
.00057
.00055
.00053
.00062
.00066
.00070
.00088
.00093
.00086
.00062
.00072
.00084
.00084
.00086
.00091
.00094
.00100
.00076
.00090
.00089
.00087
.00085
.00084
.00083
.00064
.00060
.00039
0.00069.00070.00071.00063.00069
.00067
.00079
.00082
.00088
.00073
.00070
.00077
.00070
.00067
.00060
.00058
.00056
.00057
.00056
.00054
.00062
.00065
.00069
.00085
.00088
.00079
.00056
.00067
.00079
.00078
.00083
.00088
.00088
.00090
.00073
.00084
.00085
.00084
.00081
.00083
.00082
.00064
.00059
.00039
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- SANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
147
TABLE 88.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1695, EAST FORK RIVER, HYOHING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE(l) (MJ/SEC)
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725. &
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00058.00068.00062.00061.00043
.00067
.00080
.00080
.00071
.00081
.00097
.00062
.00108
.00095
.00060
.00082
.00095
.00090
.00085
.00087
.00072
.00069
.00064
.00102
.00109
.00089
.00050
.00068
.00109
.00085
.00093
.00064
.00079
.00072
.00066
.00082
.00065
.00085
.00075
.00078
.00080
.00087
.00065
.00015
REACH LENGTH!3) 5 10 15 20
0.00050.00058.00050.00050.00037
.00057
.00072
.00070
.00065
.00072
.00087
.00075
.00097
.00083
.00065
.00071
.00063
.00069
.00069
.00070
.00066
.00061
.00065
.00079
.00084
.00080
.00045
.00072
.00090
.00086
.00083
.00058
.00068
.00054
.00058
.00060
.00068
.00065
.00070
.00076
.00071
.00068
.00067
.00024
). 00048 .00046 .00044 .00039 .00042
.00059
.00081
.00081
.00083
.00080
.00089
.00076
.00073
.00066
.00054
.00053
.00053
.00052
.00050
.00049
.00059
.00063
.00064
.00081
.00089
.00090
.00070
.00075
.00085
.00079
.00075
.00079
.00081
.00085
.00077
.00077
.00077
.00078
.00072
.00076
.00066
.00058
.00053
.00021
0.00059.00059.00061.00051.00059
.00067
.00082
.00085
.00091
.00074
.00077
.00075
.00069
.00066
.00056
.00054
.00053
.00053
.00052
.00050
.00060
. 00064
. 00068
.00083
.00089
.00085
.00063
.00073
.00081
.00078
. 00079
.00084
. 00086
.00089
.00074
.00085
.00086
.00084
.00081
. 00084
.00078
. 00062
.00055
.00030
0.00065.00066.00067. 00058. 00064
. 00066
.00078
.00081
.00087
.00072
.00071
.00073
.00067
. 00065
.00058
.00055
. 00054
. 00054
.00052
.00051
. 00058
.00062
. 00065
.00082
. 00085
. 00080
.00057
.00068
.00077
. 00077
.00079
. 00083
.00085
.00084
.00072
.00082
. 00082
.00083
.00081
.00080
.00079
.00062
.00058
.00033
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER, ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
148
TABLE 89.- SUMMARY DATA OF LOCAL WATER-SURFACE SLOPE, SECTION 1730, EAST FORK RIVER, WYOMING, 1980
VALUE OF WATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE*1)(M^/SEC)
REACH LENGTH(3),(4) 5 10
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.1113.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83.66
0.00035.00031.00023. 00030.00054
. 00040
. 00065
. 00057
. 00065
.00077
.00065
. 00049
. 00020
.00012
.00020
.00021
.00035
. 00020
. 00028
.00021
.00014
. 00039
. 00034
.00016
.00059
. 00096
.00081
. 00083
. 00066
. 00027
.00018
. 00048
. 00030
.00020
. 00053
. 00036
. 00006
. 00042
.00015
.00038
. 00025
.00013
. 00027
.00007
0.00046.00044. 00040.00039.00046
. 00062
.00090
. 00093
. 00076
.00084
. 00084
. 00072
.00057
.00048
.00040
.00045
.00048
. 00045
. 00042
. 00040
.00042
. 00048
. 00060
.00071
. 00097
.00114
. 00088
. 00078
. 00064
.00071
.00068
.00064
.00077
.00050
.00067
. 00067
. 00043
.00067
.00052
.00065
.00051
. 00040
. 00039
.00017
0.00044. 00046. 00044. 00036. 00045
. 00063
. 00080
.00083
. 00080
. 00076
. 00082
. 00062
.00063
.00056
.00050
. 00052
. 00054
.00052
.00051
.00050
. 00054. 00055. 00063.00075. 00086
. 00084
.00061
. 00073
.00075
.00071
. 00072
.00069
. 00072
. 00056
.00065
.00068
.00063
.00075
. 00070
.00077
. 00069
.00057
. 00048
.00019
15
0.00047.00048.00047.00038.00044
.00060
.00073
.00075
.00077
.00070
.00077
.00063
.00061
.00058
.00052
.00051
.00050
.00049
.00046
.00047
.00054
.00056
.00059
.00073
.00078
.00076
.00057
.00066
.00072
.00069
.00069
.00070
.00072
.00064
.00069
.00069
.00071
.00074
.00072
.00072
.00068
.00058
.00053
.00021
20
(3)
(4)
DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.DATA OF WATER-SURFACE ELEVATION, ROUNDED TO THE NEAREST CENTIMETER. ARE LISTED IN TABLE 49. COMPUTATIONS OF WATER-SURFACE SLOPE USE WATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS DF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL WIDTHS; CHANNEL WIDTH AVERAGES ABOUT 18.5 METERS.INSUFFICIENT OBSERVATIONS OF WATER LEVELS UPSTREAM OF THIS SECTION PROHIBIT COMPUTATIONS OF SLOPE FOR REACH LENGTH OF 20 METERS.
149
TABLE 90.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1766, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH)2)
DATE DISCHARGE*1) (M3/SEC)
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.3116.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.1113.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.4IB. 916.113.713.0
12.96.935. 83.66
1) DISCHARGE2) DATA OF U
REACH LENGTH(3),(4) 5 10 15 20
0.00032.00038.00043.00014.00049
.00072
.00086
.00101
.00117
.00048
. 00084
.00052
.00053
. 00045
.00053
.00054
.00053
.00070
. 00049
.00057
. 00084
.00047
.00094
.00123
.00107
.00055
. 00049
.00067
.00050
.00091
.00112
.00105
.00114
.00084
.00074
.00086
.00116
. 00096
.00109
.00115
.00120
.00074
. 00041
.00055
0.00038. 00038.00045.00023.00049
.00072
.00082
.00094
.00097
.00070
.00075
.00045
.00037
.00043
.00045
.00042
. 00049
.00042
.00038
.00038
.00056
.00055
.00066
.00085
.00079
.00064
. 00056
.00064
.00062
.00064
.00070
.00085
.00081
.00062
.00070
.00081
.00077
.00091
.00091
.00091
. 00083
.00059
.00040
.00018
0.00048.00050.00050.00038.00046
.00061
.00068
.00074
.00071
.00062
.00065
. 00053
. 00046
.00047
.00048
.00047
.00045
. 00044
. 00040
.00042
.00046
. 00047
.00054
. 00065
.00070
.00071
.00052
.00058
.00055
.00058
.00062
.00060
.00065
.00041
.00061
.00059
.00059
.00069
.00067
.00065
.00065
. 00053
. 00050
.00020
.
. -
_- -
_ - -.
_. -
_ -- -
_ - -
- . .
_ -
_-
(3)
U)
1ECTION 0000 AT TIME SHOHN IN TABLE 50.u«,« w, n«, t«-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER, ARE LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5. 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13, AND 17 RESPECTIVELY.REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.INSUFFICIENT OBSERVATIONS OF HATER LEVELS UPSTREAM OF THIS SECTION PROHIBIT COMPUTATIONS OF SLOPE FOR REACH LENGTHS OF 15 AND 20 METERS.
150
TABLE 91.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1800, EAST FORK RIVER, HYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE*1) (MJ/spn
REACH LENGTH;3),(4)5 10 15 20
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.674.513.742.613.22
4.158.318.31
16.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.11
13.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83
.66
0.00052.00058.00060.00048.00030
.00060
.00021
.00048
.00024
.00048
.00038
.00024
.00032
.00050
.00050
.00053
.00021
.00030
.00027
.00041
.00030
.00049
.00016
.00050
.00034
.00058
.00029
.00013
.00029
.00043
.00050
.00031
.00036
.00002
.00047
.00030
.00027
.00078
.00070
.00059
.00047
.00054
.OOOBB
.00001
0.00063.00071.00071.00056.00045
.00055
.00033
.00033
.00040
.00035
.00033
.00039
.00042
.00055
.00062
.00054
.00043
.00040
.00042
.00045
.00040
.00045
.00035
.00033
.00023
.00030
.00005
.00028
.00043
.00035
.00043
.00035
.00033
.00010
.00043
. 00038
.00058
. 00050
.00068
.00035
.00058
.00063
.00068
.00019
(1) DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.(2) DATA OF HATER-SURFACE ELEVATION. ROUNDED TO THE NEAREST CENTIMETER. ARE
LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
(4) INSUFFICIENT OBSERVATIONS OF HATER LEVELS UPSTREAM OF THIS SECTION PROHIBIT COMPUTATIONS OF SLOPE FOR REACH LENGTHS OF 10, 15, AND 20.
151
TABLE 92.- SUMMARY DATA OF LOCAL HATER-SURFACE SLOPE, SECTION 1830, EAST FORK RIVER, WYOMING, 1980
VALUE OF HATER-SURFACE SLOPE, IN M/M, OVER GIVEN LENGTH OF RIVER REACH(2)
DATE DISCHARGE!!) (M3/SEC)
5-125-135-145-165-19
5-205-215-215-225-23
5-245-265-275-285-29
5-306-016-036-046-05
6-066-076-086-096-10
6-116-126-136-146-16
6-176-186-196-206-20
6-216-236-246-256-26
6-276-286-299-15
5.67 0.4.513.742.613.22
4.158.318.3116.725.8
26.29.285.674.744.37
3.283.223.283.153.81
4.964.517.1113.519.3
23.530.628.323.510.3
12.418.717.025.624.5
21.418.916.113.713.0
12.96.935.83.66
1) DISCHARGE AT SECTION2 ) DATA OF HATER-SURFACE
3(5)
0011300110001100010700056
0005200048000390006100051
0005500105000840008700084
0006900067000600006000060
0004700046000490005700081
0007400066000610004400070
0007200041000650001900068
0002800057000350005900008
00047000680008000055
0000 AT TIMELEVATION.
REACH LENGTH(3),(4) 5 10 15 20
wn .« , n«,u.» -»wn.-,».,. ,.,.,.. ,*« . ROUNDED TO THE NEAREST CENTIMETER, ARE LISTED IN TABLE 49. COMPUTATIONS OF HATER-SURFACE SLOPE USE HATER-SURFACE ELEVATION DATA TO THE NEAREST MILLIMETER AS MEASURED IN THE FIELD. FOR REACH LENGTHS OF 3, 5, 10, 15, AND 20; THE NUMBER OF LEFT- AND RIGHT- BANK PAIRS OF STAFF GAGES USED IN THE SLOPE REGRESSIONS ARE 3, 5, 9, 13. AND 17 RESPECTIVELY.
(3) REACH LENGTHS ARE EXPRESSED IN TERMS OF EQUIVALENT CHANNEL HIDTHS; CHANNEL HIDTH AVERAGES ABOUT 18.5 METERS.
(4) NO OBSERVATIONS OF HATER LEVEL HERE MADE UPSTREAM OF THIS SECTION ANDPROHIBITS COMPUTATIONS OF SLOPE FOR ANY SLOPE REACH CENTERED AT SECTION 1830.
(5) VALUES OF SLOPE SHOHN IN THIS COLUMN ARE COMPUTED FOR SECTION 1815 RATHER THAN FOR SECTION 1830.
152
TABLE 93.- SUMMARY OF SUSPENDED-SEDIMENT DATA AT SECTION 0000, EAST FORK RIVER, NYOMING, 1980
DATE TIMEHATER LEVEL!1)
(M)
5-155-165-185-215-22
5-235-265-286-096-10
6-116-126-136-146-15
6-166-18
12001505122013301545
16101600122511501230
17051700131517001715
12201150
5.4455.4205.5105.8006.130
6.5055.8205.6256.0356.265
6.5106.6306.5756.4506.260
5.9406.215
TOTAL DISCHARGE
(M3/S)
2.912.613.748.5015.8
26.48.885.4313.519.3
26. 30. 28.24.19.2
11.418.0
(1) ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.
HATER TEMPERATURE(°C)
6.010.56.0
8.5
8.06.06.58.59.0
13.011.09.010.06.0
8.510.5
CONCENTRATION(MG/L)
83
1376103
16927109095
7839303238
3562
PERCENT FINER THAN 0.062MM
9395824548
1659714933
2029173648
5351
153
TABLE 94.- SUMMARY OF SUSPENDED-SEDIMENT DATA AT SECTION 2505, EAST FORK RIVER, HYOMING, 1980
DATEHATER
TIME LEVEL(l) (M)
EFFECTIVE HATERDISCHARGE(2) TEMPERATURE
(M3/S) (°C)CONCENTRATION
(MG/L)
PERCENTFINER THAN0.062MM
5-155-165-185-215-22
5-2B6-096-106-116-12
6-136-146-156-16
11101445111513051440
10301015104511551100
0950094510301100
7.2907.2557.3757.6858.035
7.5057.9808.1808.3158.385
8.3308.2908.2057.865
15.9
5.5414.619.623.425.4
23.822.620.312.0
5.510.06.0
6.57.5 7.5 9.5 8.0
7.0 7.5
7.5
87154686
13 92
333* 88 65
25362614
7883746128
74339
1821
43444558
(1) ADD 2150 METERS TO OBTAIN HATER-SURFACE ELEVATION ABOVE NGVD.(2) EFFECTIVE DISCHARGE AT SECTION; DOES NOT INCLUDE OVERBANK FLOH.* SAMPLE CONTAINED COARSE SAND AND MAY BE IN ERROR.
154
TABLE 95.- SUMMARY OF SCALE READINGS OF DRY MASS, IN GRAMS, OF SAMPLES COLLECTED HITH THE HELLEY-SMITH BEDLOAD SAMPLER AT GIVEN SECTION, EAST FORK RIVER, HYOMING, 1980
SECTION
DATE(l)
5-145-165-195-215-22
5-24 5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22 6-23
6-256-276-297- 17- 3
7- 5 7 7
0043
153597554
3718428
58100
11
3033071388926591640
1030984
383320
1123271764
585
1008486
0075
631613461581
51127127237
191907900283742
16503128141627861735
1897651
9001969
281855834777
1409
15582302
0137
82422556113
13601794135
9941731
588
1099190711395171648
30092497
31163204
234620423752
2398
36144050
0178
318335
1172430
2416677446
47052118
6891624
23786609473616945416
39553251
12733439
369659075074
4771
15103035
0220
136144512
5907
87183
673
1504467
569758
42136882575939384401
5374241
9463574
608264503627
1357
32441327
0257
102119697
3491
18311342
7490
6971516645
37466120253442053824
2480295879910763165
553773843252
1826
30774660
0301
323123
19051771
208469701583
71676
1319334360
29955452584118294066
34962049113421694059
194914323258
2336
15113067
0348
178013857191217
47115911893
1540872407701214
1115187126072181290
67973560100741847815
567826012274
1858
386227902728
0421
1411242777612
3173896561
27756338488
376
9584946421325865444
46474002303030221824
145028799086
1446
33061800
0460
114233104153
143639
190
1625102443
21476109882179193616
40802730
9521870
263628504894
1697
17192173
0516
463238104
3254
112245177
40175
2043
35735818774141992145
87382323 739
3247
423332473537
1833
23121577
0556
17412
2721800
84058
207
62775393103
51005747297391173194
34271217
13543937
238956502083
3676
8722150
0602
582136
10101054
1299167112
474561629211320
57724232507628633764
24921838- 20061637
504371742827
3194
43321490
0653
157148168153
393490108
83372439490
2330
3829159453692614451
447655
21053773
403422932757
1278
19162216
155
TABLE 95.- SUMMARY OF SCALE READINGS OF DRY MASS, IN GRAMS, OF SAMPLES COLLECTED WITH THE HELLEY-SMITH BEDLOAD SAMPLER AT GIVEN SECTION, EAST FORK RIVER, WYOMING, 1980-CONTINUED
SECTION
DATE(l) 0708 0757 0808 0853 0898 0940 0985 1038 1077 1120 1155 1202 1241 1284
5-14 446 178 612 195 102 174 565 233 501 170 89 327 437 15085-16 841 450 573 284 114 412 344 153 488 72 17 323 909 38165-19 395 463 894 459 201 113 323 700 141 273 73 251 359 14865-21 3726 613 314 827 231 1047 2789 3041 1036 3540 2437 2833 1312 11935-22 -- 2365 6690 5579 2980 6017 3206 1704
5-24 __________ 4864 2093 2052 2253 1764 510 7635-26 513 6427 3784 2765 1516 3564 3289 _ ___ _5-27 215 3063 2359 833 1853 1729 73 117 65 300 25 402 55 14585-28 288 1324 2445 1822 251 803 105 18 247 273 51 113 170 12475-29 422 43 660
5-30 88 1695 1203 550 290 89 10 26 93 103 52 35 101 13456- 1 39 1578 573 242 332 108 5 5 4 77 46 102 1777 11786- 3 909 448 196 217 46 73 39 17 368 84 87 419 452 7416- 5 702 384 292 4 46 73 19 0 443 90 23 1372 759 9446- 7 1550 501 119 170 34 134 50 0 861 1350 341 1767 1177 969
6- 9 3638 716 443 322 203 555 1844 1865 6846 6294 2849 7316 1501 22936-10 7438 68 729 847 433 714 5658 6433 5685 5354 4178 4322 690 19066-11 1025 320 647 2219 180 5613 3740 7545 7024 2110 1008 1659 945 8786-12 583 2425 1683 6894 1483 6831 4763 12298 5954 1473 776 907 324 3746-13 1330 1014 2369 6088 1924 5258 8302 1950 4795 537 526 729 308 469
6-14 2343 3202 7610 5264 6872 2459 7532 2923 3167 1581 2043 2204 1093 8976-15 862 1515 3409 1825 408 2313 3829 238 1830 2074 957 917 1350 29686-16 884 3208 5614 4439 301 13476-17 1457 5436 5681 3922 3645 1205 954 468 1193 1501 659 1171 1431 69076-18 3737 6123 3107 3082 2807 1785 3865 1679 3263 4292 2916 1103 3603 2816
6-19 3122 2003 1578 3537 1207 1143 1696 249 4561 2789 3706 4168 1291 27306-20 10381 2586 6033 628 5562 1735 1955 1361 5961 3904 1301 2102 2036 18126-21 1174 1847 2640 1390 245 6300 10233 2079 2481 2718 2023 4380 6117 14516-22 2334 3195 170 2855 2284 1187 6-23 997 1505 703 1491 1841 3197 3294 2267 5700 2504 1384 2561 453 2428
6-25 721 2895 2893 711 585 1877 2383 809 878 2506 629 5151 5094 23046-27 2107 1785 2869 2440 737 1569 2130 2291 2988 4237 3473 2402 1604 3244_ *3 Q _ _ *7 ^^
"7 3
_ c __ __2 j _ » __ _
156
TABLE 95.- SUMMARY OF SCALE READINGS OF DRY MASS, IN GRAMS, OF SAMPLES COLLECTED HITH THE HELLEY-SMITH BEDLOAD SAMPLER AT GIVEN SECTION, EAST FORK RIVER, WYOMING, 1980-CONTINUED
SECTION
DATE(l)
5-145-165-195-215-22
5-245__oi~if>5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216 99A*6-23
6-256-276 9O£77- 17- 3
7- 57- 7
1315
2112803351374684
1499
126299
1205124121798
249
48328014061842846
21942767 310250892402
229423472829
3314
66052276
__
1360
8201142552341905
2592
4031129
72431
235147535
215220691877789
2059
179464561662 16401318
2623742
3876
1173
9161900
__
1396
4123313181203941
2932
594526
398178472407532
1596310818948381868
36744454 202018032312
2146783
3478
1662
7522803
1425
62055
5004411354
2751
517676
85793193209935
1724221311245521343
2404281976512291606
1205719
2851
1166
4771694
_
1481
5917
3205062790
3171
436295
436187235197389
25335977310510232127
376435021007 10314228
249127462261
1241
15632588_
_
1533
1617222
2562210
1455
11391385
249452168520341
9784667134213143559
35532658
20724218
74313832031
1253
17553066 1043
124680
1573
B90
109223
5885
3327
1057102
471931094559
25062397118940913487
51321504
55873199
135842693338
1848
21912556_
269392
1610
26725
31217524024
2137
1891153
7628616191
1081
27047134406115911856
28613502
40842442
169412532001
1393
5531602
1660
3746
1662
4161992826771722
5059
1077910
36514428096
393
39191830490
25881221
18301372
33443394
312118233246
2408
21332454__
_
1695
556191158
33565239
6225
201403
67222550
300
39224128310129562864
77956607
21721774
814586765780
4387
25891937_
_
1730
20442
41119423183
2906
46732
180
238
922
16932532876418932690
36791568
15684988
458557761653
1698
13002285_
_
1766
208505
135515883584
6386
1517817
1574
354349630
11046609627257931769
38734197
13382494
463045293319
2870
21311767_
_
1800
76513001524201243
2871
8661008
13257591385514
13543791624236922782
16161843
19083679
204539613071
4646
41992148_
_
1830
497131249533
2592
5459
427289
11627151283
2040591816233014706
21595217
6612528
424641323768
4215
41242146__
_
(1) TIMES OF SAMPLE COLLECTIONS GIVEN IN TABLES 7-48 AND 98-139.
157
TABLE 96.- SUMMARY OF BEDLOAD-TRANSPORT RATES AT GIVEN SECTION, EAST FORK RIVER, WYOMING, 1980
DRY MASS PER UNIT TIME, IN KILOGRAMS PER SECOND
DATE(l)
5-145-165-195-215-22
5-245-265-275-285-30
6- 16- 36- 56- 76- 9
6-106-116-126-136-14
6-156-176-186-196-20
6-216-236-256-27
0043
0.067.026.033.024
.162.037.012.002
.035
.000
.000
.005
.133
1.3441.7011.163
.717
.451
.430
.168
.140
.491
.119
.334
.256
.441
.213
0075
0.02B.070.151.692
__.022.056.056.008
.834
.394
.124
.325
.722
1.368.619
1.219.759.830
.285
.394
.8611.2332.443
2.090.616.682
1.007
POWER PER
DATE(l)
5-145-165-195-215 OO-22
5-245-265-275-285-30
6- 16- 36- 56- 76- 9
6-106-116-126-136-14
6-156-176-186-196-20
6-216-236-256-27
0043
0.409.158.200.144
.991
.224
.075
.013
.216
.000
.000
.029
.809
8.20410.3897.1034.3812.751
2.6291.023
.8553.000
.724
2.0411.5632.6931.298
( FORCE
0075
0.168.430.924
4.223
.136
.339
.339
.051
5.0942.404
.7561.9824.408
8.3563.7837.4424.6355.068
1.7392.4045.2607.528
14.914
12.7613.7644.1626.149
SECTION
0137 0178 0220 0257 0301 0348
0.360 0.139 0.059 0.045 0.141 0.779,098 .147 .063 .052 .054 .606.024 .513 .224 .305 .833 .315.049 .188 2.584 1.527 .775 .532
__ __ __ __ __ __.595 1.057 .381 .080 .091 .206.785 .296 .036 .049 .205 .696.059 .195 .294 .018 .307 .828.043 .206 .066 .032 .313 .674
.018 .228 .019 .039 .033 .381
.032 .008 .029 .305 .577 .178
.000 .301 .249 .663 .146 .307
.257 .710 .332 .282 .157 .094
.481 1.040 1.843 1.639 1.310 .488
.834 2.891 3.011 2.677 2.385 .819
.498 2.072 2.520 1.109 2.555 1.141
.226 .741 1.723 1.840 .800 .095
.721 2.369 1.925 1.673 1.779 .5641.316 1.730 2.351 1.085 1.529 2.974
1.092 1.422 .105 1.294 .896 1.5571.363 .557 .414 .471 .949 1.8301.402 1.505 1.564 1.385 1.776 3.4191.026 1.617 2.661 2.422 .853 2.484
.893 2.584 2.822 3.230 .626 1.138
1.641 2.220 1.587 1.423 1.425 .9951.049 2.087 .594 .799 1.022 .8131.581 .661 1.419 1.346 .661 1.6901.772 1.328 .581 2.039 1.342 1.221
UNIT LENGTH OF CHANNEL, IN WATTS PER METERPER UNIT TIME, IN NEKTONS PER SECOND)
SECTION
0137 0178 0220 0257 0301 0348
2.201 0.849 0.363 0.272 0.863 4.755.601 .895 .385 .318 .329 3.700.150 3.131 1.368 1.862 5.089 1.921.302 1.149 15.780 9.326 4.731 3.251
3.633 6.454 2.327 .489 .556 1.2584.792 1.809 .222 .302 1.253 4.250
.361 1.191 1.798 .112 1.873 5.057
.264 1.256 .401 .198 1.913 4.114
.110 1.392 .118 .240 .203 2.329
.195 .048 .179 1.862 3.524 1.087
.003 1.841 1.520 4.050 .892 1.8731.571 4.338 2.025 1.723 .962 .5722.936 6.352 11.254 10.007 8.001 2.979
5.094 17.655 18.384 16.349 14.564 4.9983.043 12.652 15.384 6.769 15.603 6.9641.381 4.525 10.520 11.233 4.886 .5824.402 14.468 11.757 10.215 10.862 3.4468.038 10.565 14.356 6.625 9.339 18.157
6.670 8.685 .644 7.902 5.474 9.5108.324 3.401 2.527 2.874 5.794 11.1778.559 9.187 9.547 8.455 10.843 20.8776.267 9.873 16.247 14.791 5.206 15.1685.455 15.780 17.230 19.725 3.825 6.948
10.023 13.554 9.689 8.687 8.703 6.0756.406 12.745 3.625 4.878 6.240 4.9639.654 4.034 8.666 8.220 4.036 10.317
10.819 8.108 3.545 12.449 8.193 7.453
0421
0.617
1
21122
11
1
3
1
3
21
821
11
12
1311
61412
108437
24384
.106
.340
.268
__.388.392.245.121
.246
.168
.038
.164
.419
.164
.843
.131
.382
.033
.751
.322
.798
.634
.260
.975
.633
.446
.787
0421
.769
.646
.076
.635
.476
.394
.499
.740
.504
.026
.235
.004
.559
.213
.254
.908
.543
.414
.691
.073
.873
.873
.691
.272
.863
.832
.808
0460
0.050.102.045.067
__.628.017.083.007
.011
.004
.010
.019
.939
2.6733.8593.4651.5821.785
1.194.416.818
1.1531.247
2.141.742.752.951
0460
0.305.622.278.409
3.836.104.508.043
.067
.027
.064
.1155.735
16.31923.56421.1549.660
10.899
7.2932.5434.9957.0427.613
13.0744.5334.5925.805
0516
0.203.104.045
1.424
__.491.020.077.017
.007
.002
.009
.0191.563
2.5453.3871.837
.9383.823
1.016.323
1.4211.8521.421
1.547.802
1.011.690
0516
1.237.636.278
8.693
2.997.120.473.107
.045
.013
.053
.1159.545
15.54220.67911.2175.730
23.342
6.2061.9748.674
11.3088.674
9.4494.8976.1764.213
0
2
21311
112
1
0
4
2
13
157
2489
33
106
15
5925
0556
.076
.005
.119
.787
__.367.025.091.027
.034
.023
.041
.045
.231
.514
.301
.989
.397
.499
.532
.592
.722
.045
.472
.911
.608
.381
.941
0556
.465
.032
.727
.808
.244
.155
.553
.166
.206
.142
.248
.275
.624
.352
.942
.355
.532
.155
.251
.617
.517
.382
.093
.564
.820
.329
.743
0602
0.255.059.442.461
__.568.073.049.207
.024
.071
.403
.5772.525
1.8512.2211.2531.6471.090
.804
.878
.7162.2063.139
1.2371.3971.895
.652
0602
1.555.363
2.6982.816
3.470.446.299
1.266
.150
.4332.4603.526
15.419
11.30513.5607.648
10.0556.657
4.9105.3594.373
13.47219.164
7.5528.532
11.5723.980
0653
0.069.065.073.067
__.172.214.047.036
.163
.192
.2141.0191.675
6.9761.615
.269
.197
.196
.287
.9211.6511.7651.003
1.206.559.838.969
0653
0.419.395.449.409
1.0501.309
.289
.222
.9941.1731.3096.224
10.229
42.5959.8631.6401.2051.194
1.7505.623
10.07910.7766.125
7.3653.4145.1185.920
158
TABLE 96.- SUMMARY OF BEDLOAD-TRANSPORT RATES AT GIVEN SECTION, EAST FORK RIVER, WYOMING, 1980 CONTINUED
DRY MASS PER UNIT TIME, IN KILOGRAMS PER SECOND
DATE(l)
5-145-165-195-215-22
5-245-265-275-285-30
6- 16- 36- 56- 76- 9
6-106-116-126-136-14
6-156-176-186-196-20
6-216-236-256-27
0708
0.195.368.173
1.630
__.224.094.126.038
.017
.398
.307
.6781.592
3.254.448.255.582
1.025
.377
.6371.6351.3664.542
.514
.436
.315
.922
0757
0.078.197.203.268
__2.8121.340
.579
.742
.690
.196
.168
.219
.313
.030
.1401.061
.4441.401
.6632.3782.679
.8761.131
.808
.6581.267
.781
0808
0.268.251.391.137
__1.6551.0321.070
.526
.251
.086
.128
.052
.194
.319
.283
.7361.0363.329
1.4912.4851.359
.6902.639
1.155.308
1.2661.255
0853
0.085.124.201.362
__1.210
.364
.797
.241
.106
.095
.002
.074
.141
.371
.9713.0162.6632.303
.7981.7161.3481.547
.275
.608
.652
.3111.067
POHER PER UNIT LENGTH OF
DATE(l)
5-145-165-195-215-22
5-245-26 5-275-285-30
6- 16- 36- 56- 76- 9
6-106-116-126-136-14
6-156-176-186-196-20
6-216-236-256-27
0708
1.1912.2471.0559.953
1.370 .574.769.235
.1042.4281.8754.1419.718
19.8702.7381.5573.5536.259
2.3033.8929.9838.340
27.731
3.1362.6631.9265.629
( FORCE
0757
0.4761.2021.2371.638
17.169 8.1823.5374.528
4.2151.1971.0261.3381.913
.182
.8556.4782.7098.554
4.04714.52116.3575.3516.908
4.9344.0207.7344.768
PER UNIT TIME,
0808
1.6351.5312.388
.839
10.1086.3026.5313.214
1.531.524.780.318
1.183
1.9471.7284.4966.328
20.329
9.10715.1768.3004.215
16.116
7.0521.8787.7287.664
0853
0.521.759
1.2262.209
I . JoO2.2254.8671.469
.646
.580
.011
.454
.860
2.2635.928
18.41616.26314.062
4.87510.4778.2339.4491.678
3.7133.9831.8996.518
SECTION
0898 0940 0985 1038
0.045 0.076 0.247 0.102.050 .180 .150 .067.088 .049 .141 .306.101 .458 1.220 1.330 1>035
^__ ___ ___ 2 i 50.663 1.559 1.439.811 .756 .032 .051.110 .351 .046 .008.127 .039 .004 .011
.145 .047 .002 .002
.020 .032 .017 .007
.020 .032 .008 .000
.015 .059 .022 .000
.089 .243 .807 .816
.189 .312 2.475 2.814
.079 2.456 1.636 3.301
.649 2.989 2.084 5.380
.842 2.300 3.632 .8533.006 1.076 3.295 1.279
.178 1.012 1.675 .1041.595 .527 .417 .2051.228 .781 1.691 .735
.528 .500 .742 .1092.433 .759 .855 .595
.107 2.756 4.477 .910
.805 1.399 1.441 .992
.256 .821 1.043 .354
.322 .686 .932 1.002
CHANNEL, IN HATTS PER METERIN NEKTONS PER SECOND)
SECTION
0898 0940 0985 1038
0.272 0.465 1.509 0.622.305 1.101 .919 .409.537 .302 .863 1.870.617 2.797 7.450 8.124___ ___ ___ £. O1 D D . Jio
12.993 U5U 7.7^1 0* roo
4.950 4.619 .195 .313.671 2.145 .280 .048.775 .238 .027 .069
.687 .289 .013 .013
.123 .195 .104 .045
.123 .195 .051 .000
.091 .358 .134 .000
.542 1.483 4.926 4.982
1.157 1.907 15.115 17.185.481 14.994 9.991 20.155
3.962 18.248 12.724 32.8525.140 14.046 22.178 5.209
18.358 6.569 20.121 7.808
1.090 6.179 10.229 .6369.737 3.219 2.548 1.2507.498 4.768 10.325 4.4853.224 3.053 4.531 .665
14.858 4.635 5.223 3.636
.654 16.830 27.336 5.5544.918 8.540 8.799 6.0561.563 5.014 6.366 2.1611.969 4.191 5.690 6.120
1077
0.219.213.062.453
2.927
.916
.028
.108
.041
.002
.161
.194
.3772.995
2.4873.0732.6052.0981.386
.801
.5221.4281.9952.608
1.0852.494
.3841.307
1077
1.3381.304
.3772.768
17.871
5.591
.174
.660
.248
.011
.9831.1832.300
18.288
15.18718.76415.90512 . 8098.460
4.8893.1878.717
12.18415.924
6.62815.2272.3457.982
1120
0.074.031.119
1.5492.441
.898
.131
.119
.045
.034
.037
.039
.5912.754
2.342.923.644.235.692
.907
.6571.8781.2201.708
1.1891.0951.0961.854
1120
0.454.192.729
9.45714.903
5.482
.801
.729
.275
.206
.224
.2403.606
16.814
14.3025.6373.9351.4354.223
5.5404.010
11.4657.450
10.429
7.2616.6896.694
11.319
1155
0.039.007.032
1.0661.304
.986_
.011
.022
.023
.020
.038
.010
.1491.246
1.828.441.339.230.894
.419
.2881.2761.621
.569
.885
.605
.2751.519
1155
0.238.045.195
6.5107.961
6.019
.067
.136
.139
.123
.232
.061
.9117.611
11.1612.6932.0731.4055.458
2.5561.7607.7909.9003.475
5.4043.6971.6809.278
1202
0.143.141.110
1.2392.632
.772
.176
.049
.015
.045
.183
.600
.7733.201
1.891.726.397.319.964
.401
.512
.4831.823
.920
1.9161.1202.2541.051
1202
0.874.863.671
7.56816.074
4.712
1.074.302.093
.2721.1193.6654.720
19.544
11.5464.4322.4231.9475.888
2.4503.1282.947
11.1345.615
11.7016.B41
13.7606.417
1241
0.191.398.157.574
1.403
.223___
.024
.074
.044
.777
.198
.332
.515
.657
.302
.413
.142
.135
.478
.591
.6261.576
.565
.891
2.676.198
2.229.702
1241
1.1672.428
.9593.5058.564
1.362
.147
.454
.270
4.7471.2072.0283.1444.010
1.8432.524
.866
.8232.920
3.6063.8239.6253.4495.439
16.3411.210
13.6084.285
1284
0.6601.669
.650
.522
.745
.334
.638
.546
.588
.515
.324
.413
.4241.003
.834
.384
.164
.205
.392
1.2983.0221.2321.194
.793
.6351.0621.0081.419
1284
4.02810.1943.9703.1874.552
2.038
3.8953.3313.593
3.1471.9792.5222.5896.125
5.0922.345
.9991.2532.396
7.92918.4517.5237.2934.840
3.8766.4866.1558.666
159
TABLE 96.- SUMMARY OF BEDLOAD-TRANSPORT RATES AT GIVEN SECTION, EAST FORK RIVER, WYOMING, 1980 CONTINUED
DRY MASS PER UNIT TIME, IN KILOGRAMS PER SECOND
DATE(l)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6- 1 6- 3 6- 5 6- 7 6- 9
6-10 6-11 6-12 6-13 6-14
6-15 6-17 6-18 6-19 6-20
6-21 6-23 6-25 6-27
1315
0.924 .351 .154 .164 .299
.656
.552
.043
.527
.543
.095
.043
.109
.211
1.225 1.777
.368
.370
.960
1.211 2.226 1.051 1.004 1.027
1.238 1.450 2.890
.996
1360
0.359 .050 .112 .102 .833
1.134
.176
.494
.317
.014
.103
.064
.234
.941
.905
.821
.345
.901
.785
2.824 .717 .577
1.148 .325
1.696 .513.401 .831
1396
0.180 .145 .139 .526 .412
1.283
.260
.230
.174
.078
.206
.178
.233
.698
1.360 .829 .367 .817
1.607
1.949 .789
1.011 .939 .343
1.522 .727 .329
1.226
SECTION
1425 1481 1533 1573 1610
0.271 0.026 0.070 0.039 0.117 .024 .007 .031 .000 .011 .219 .140 .010 .048 .136 .193 .221 .112 .098 .766 .592 1.221 .967 2.575 1.760
1.204 1.387 .637 1.456 .935
.226 .191 .498 .462 .083
.296 .129 .606 .045 .504
.037 .191 .109 .206 .033
.347 .082 .198 .041 .125
.084 .103 .073 .048 .070
.091 .086 .227 .020 .040
.409 .170 .149 .026 .473
.754 1.108 .428 1.096 1.183
.968 2.615 2.042 1.049 3.121
.492 1.358 .587 .520 1.777
.241 .448 .575 1.790 .696
.588 .931 1.557 1.526 .812 1.052 1.647 1.554 2.245 1.252
1.233 1.532 1.163 .658 1.532 .538 .451 .906 2.444 1.787 .703 1.850 1.845 1.400 1.068 .527 1.090 .325 .594 .741 .315 1.201 .605 1.868 .548
1.247 .989 .889 1.460 .875 .510 .543 .548 .808 .609 .209 .684 .768 .959 .242 .741 1.132 1.341 1.118 .701
0
2
1
1
1 1 1
1 1
1
1662
.182
.087
.123
.296
.753
.213
.471
.398
.160
.063
.122
.042
.172
.715
.801
.214
.132
.534
.801
.600
.463
.485
.365
.798
.420
.053
.933
.074
1695
0.243 .084 .069
1.468 2.292
2.723
.088
.176
.029
.010
.011
.022
.131 1.716
1.806 1.357 1.293 1.253 3.410
2.891 .950 .776
3.563 3.796
2.529 1.919 1.133
.847
1730
0.089 .018 .180 .850
1.393
1.271
.204
.014
.008
.000
.010
.003
.403
.741
1.108 3.834
.828 1.177 1.610
.686
.686 2.182 2.006 2.527
.723
.743
.569 1.000
1766
0.091 .221 .593 .695
1.568
2.794
.066
.034
.007
.032
.155
.153
.276
.483
2.891 2.744 2.534
.774 1.694
1.836 .585
1.091 2.026 1.981
1.452 1.256
.932
.773
1800
0.335 .569 .066 .184 .544
1.256
.379
.441
.058
.252
.040
.168
.225
.592
1.659 2.731 1.615 1.217
.707
.806
.835 1.610
.895 1.733
1.344 2.033 1.837
.940
1830
0.217 .057 .109 .233
1.134
2.388
.187
.126
.051
.012
.007
.005
.036
.892
2.589 .710
1.319 .309 .945
2.282 .289
1.106 1.858 1.808
1.648 1.844 1.804
.939
POKER PER UNIT LENGTH OF CHANNEL, IN HATTS PER METER (FORCE PER UNIT TIME, IN NEKTONS PER SECOND)
DATE(l)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-28 5-30
6- 1 6- 3 6- 5 6- 7 6- 9
6-10 6-11 6-12 6-13 6-14
6-15 6-17 6-18 6-19 6-20
6-21 6-23 6-25 6-27
1315
5.642 2.145
.938
.999 1.827
4.004
3.371 .264
3.219
3.315 .580 .262 .665
1.290
7.482 10.848 2.249 2.260 5.861
7.392 13.595 6.417 6.128 6.270
7.557 8.853
17.644 6.080
1360
2.191 .305 .681 .625
5.089
6.924
1.077 3.016 1.934
.083
.628
.393 1.429 5.749
5.527 5.014 2.108 5.500 4.792
17.246 4.381 3.521 7.007 1.982
10.354 3.134 2.447 5.076
1396
1.101 .884 .849
3.214 2.514
7.832
1.587 1.405 1.063
.476 1.261 1.087 1.421 4.263
8.303 5.060 2.239 4.990 9.815
11.898 4.816 6.176 5.733 2.092
9.2914.440 2.009 7.488
SECTION
1425 1481 1533 1573 1610
1.656 0.158 0.430 0.238 0.713 .147 .045 .192 .000 .067
1.336 .855 .059 .291 .833 1.178 1.352 .684 .596 4.680 3.617 7.453 5.904 15.721 10.750
7.349 8.471 3.887 8.888 5.709
1.381 1.165 3.043 2.824 .505 1.806 .788 3.700 .272 3.080
.227 1.165 .665 1.258 .203
2.118 .500 1.207 .248 .764 .516 .628 .449 .291 .430 .558 .526 1.389 .120 .243
2.498 1.039 .911 .158 2.888 4.605 6.767 2.613 6.694 7.223
5.912 15.967 12.467 6.403 19.057 3.003 8.295 3.585 3.176 10.848 1.475 2.733 3.510 10.929 4.250 3.588 5.682 9.507 9.315 4.958 6.422 10.055 9.491 13.709 7.643
7.531 9.355 7.100 4.018 9.355 3.283 2.754 5.535 14.925 10.910 4.290 11.294 11.268 8.546 6.523 3.219 6.654 1.985 3.628 4.525 1.921 7.336 3.694 11.404 3.347
7.616 6.040 5.426 8.917 5.345 3.115 3.315 3.347 4.937 3.721 1.274 4.175 4.688 5.853 1.477 4.525 6.913 8.190 6.828 4.280
1
1 4
13
2 2
1 10
4 1 6 3 4
38 9 8 4
8 6 5 6
1662
.111
.532
.753
.809
.600
.514
.877
.431
.975
.385
.748
.256
.050
.469
.889
.309
.913
.262
.889
.665
.933
.067
.337
.870
.671
.433
.698
.556
1695
1.485 .510 .422
8.965 13.995
16.629
.537 1.077
.179
.059
.067
.134
.801 10.477
11.027 8.284 7.897 7.651
20.823
17.650 5.802 4.739
21.758 23.177
15 . 440 11.719 6.916 5.174
1730
0.545 .112
1.098 5.188 8.503
7.763
1.248 .085 .048
.000
.061
.021 2.463 4.523
6.764 23.412 5.057 7.186 9.828
4.189 4.189
13.325 12.248 15.430
4.416 4.536 3.473 6.104
1766
0.556 1.349 3.620 4.242 9.574
17.059
.403
.208
.040
.198
.946
.932 1,683 2.949
17.655 16.755 15.475 4.726
10.346
11.212 3.574 6.662
12.368 12.099
8.866 7.667 5.693 4.720
1800
2.044 3.473
.406 1.122 3.320
7.669
2.313 2.693
.353
1.536 .243
1.028 1.373 3.617
10.127 16.675 9.863 7.432 4.317
4.923 5.097 9.828 5.463
10.581
8.204 12.411 11.217 5.738
1830
1.328 .350 .665
1.424 6.924
14.583
1.141 .772 .310
.072
.040
.032
.222 5.450
15.809 4.336 8.051 1.886 5.767
13.936 1.766 6.753
11.343 11.038
10.066 11.260 11.017 5.733
(1) TIMES OF SAMPLE COLLECTIONS GIVEN IN TABLES 7-48 AND 98-139.
160
TABLE 97.- SUMMARY OF BEDLOAD-TRANSPORT RATES, THREE-SECTION AVERAGE OF GIVEN SECTION AND NEXT DOHNSTREAM AND UPSTREAM SECTIONS, EAST FORK RIVER, HYOMING, 1980
DRY MASS PER UNIT TIME, IN KILOGRAMS PER SECOND
DATE(l)
5-145-165-195-215-22
5-245-265-275-285-30
6- 16- 36- 56- 76- 9
6-106-116-126-136-14
6-156-176-186-196-20
6-216-236-256-27
0043
0.047*.048*.092*.358*
.092*.046*.034*.005*
.435*
.197*
.062*
.165*
.427*
1.356*1.160*1.191*
.738*
.640*
.358*
.281*
.501*
.862*1.281*
1.212*.436*.561*.610*
0075
0.152.065.070.255
_ _.260.292.042.018
.296
.142
.041
.196
.445
1.182.940.869.733.866
.603
.642
.801
.9171.151
1.355.640.901.997
POHER PER
DATE(l)
5-145-165-195-215-22
5-245-265-275-285-30
6- 16- 36- 56- 76- 9
6-106-116-126-136-14
6-156-176-186-196-20
6-216-236-256-27
0043
0.289*.294*.562*
2.184*
__.564*.282*.207*.032*
2.655*1.202*
.378*1.006*2.609*
8.280*7.086*7.273*4.508*3.910*
2.184*1.714*3.057*5.264*7.819*
7.401*2.663*3.427*3.724*
(FORCE
0075
0.926.396.425
1.557
__1.5871.785
.258
.110
1.807.866.253
1.1942.718
7.2185.7385.3094.4735.286
3.6793.9174.8915.5987.031
8.2753.9115.5036.089
0137
0.176.105.230.310
___.558.379.103.086
.360
.145
.142
.431
.748
1.6981.063
.7291.2831.292
.933
.7711.2561.2921.973
1.9841.251
.9741.369
0178
0.186.103.254.941
.678.372.183.105
.088
.023
.184
.4331.121
2.2461.697
.8971.6721.799
.873
.7781.4901.7682.100
1.8161.2431.2201.227
UNIT LENGTH OFPER UNIT TIME
0137
1.073.642
1.4021.891
__3.4082.313
.630
.524
2.199.882.866
2.6304.565
10.3686.4924.4507.8357.890
5.6984.7107.6697.889
12.050
12.1137.6385.9508.359
0178
1.138.627
1.5495.743
__4.1382.2741.117
.640
.540
.1411.1212.6456.848
13.71110.3605.475
10.20910.986
5.3334.7519.098
10.79612.822
11.0897.5927.4517.490
0220
0.081.087.347
1.433
_ _.506.127.169.101
.096
.114
.405
.4411.507
2.8601.9001.4351.9891.722
.941
.4811.4842.2332.879
1.7431.1601.1421.316
CHANNEL
SECTION
0257 0301 0348 0421
0.082 0.322 0.512 0.482.056 .237 .255 .271.454 .484 .496 .233
1.629 .945 .525 .289
_ __ .184 .126 .562 .741.097 .317 .431 .368.206 .384 .460 .386.137 .340 .369 .267
.031 .151 .220 .213
.304 .353 .308 .117
.353 .372 .164 .119
.257 .178 .139 .0921.597 1.146 .739 .615
2.691 1.960 1.789 1.8852.061 1.602 1.846 2.2811.454 .912 .676 1.5641.792 1.339 1.575 1.5091.655 1.863 2.179 2.264
.765 1.249 1.402 1.501
.611 1.083 1.367 1.1901.575 2.193 1.998 1.6781.979 1.920 1.324 1.4242.226 1.665 1.008 1.215
1.478 1.281 2.132 2.370.805 .878 .822 .729
1.142 1.232 1.266 1.2961.320 1.534 1.117 .986
. IN WATTS PER METER
0460
0.290.104.144.586
.836.143.135.049
.088
.058
.019
.067
.974
2.4613.0302.1441.6342.547
1.321.687
1.0121.2131.309
2.555.726
1.070.809
0516
0.110.070.070.759
.496.021.084.017
.017
.010
.020
.0281.578
2.5772.8493.0971.3062.369
.914
.4441.3201.3501.713
1.5331.051
.715
.860
0556
0.178.056.202.891
.476.039.072.084
.022
.032
.151
.2142.107
2.3042.3032.3591.3282.137
.784
.5981.2861.7012.344
1.2321.2691.096
.761
0602
0.133.043.211.439
.369.104.062.090
.074
.095
.219
.5472.144
3.7811.7121.8371.080
.928
.541
.7971.3631.6722.205
1.1181.1881.038
.854
0653
0.173.164.229.719
.322.127.074.094
.068
.220
.308
.7581.931
4.0271.428
.592
.809
.770
.489
.3121.3341.7792.894
.986
.7981.016
.848
, IN NEHTONS PER SECOND)
0220
0.495.532
2.1208.751
__3.090
.7771.034
.618
.583
.6962.4702.6959.205
17.46311.6028.759
12.14710.515
5.7432.9349.063
13.63717.578
10.6447.0836.9738.034
SECTION
0257 0301 0348 0421
0.500 1.963 3.129 2.943.344 1.449 1.558 1.656
2.773 2.957 3.028 1.4259.945 5.769 3.206 1.765
__ __ __ __1.124 .768 3.430 4.523
.592 1.935 2.632 2.2491.261 2.347 2.809 2.354
.837 2.075 2.256 1.632
.187 .924 1.345 1.3001.855 2.158 1.879 .7132.154 2.272 1.000 .7241.570 1.085 .846 .5649.754 6.995 4.513 3.758
16.432 11.970 10.925 11.51012.586 9.779 11.274 13.9288.880 5.567 4.125 9.548
10.945 8.174 9.617 9.21610.107 11.374 13.303 13.823
4.673 7.629 8.558 9.1653.732 6.615 8.348 7.2649.615 13.392 12.197 10.248
12.082 11.722 8.083 8.69413.594 10.166 6.155 7.417
9.027 7.822 13.017 14.4734.914 5.361 5.022 4.4536.974 7.524 7.728 7.9138.062 9.365 6.818 6.022
0460
1.770.635.877
3.579
__5.103
.873
.826
.297
.539
.355
.118
.4115.946
15.02518.49913.0939.978
15.552
8.0634.1976.1817.4087.993
15.5984.4316.5334.942
0516
0.669.430.427
4.637
_ _3.026
.126
.511
.105
.106
.061
.122
.1689.635
15.73817.39518.9097.974
14.465
5.5832.7118.0628.244
10.460
9.3626.4174.3665.254
0556
1.085.344
1.2345.439
__2.904
.240
.442
.513
.134
.196
.9211.305
12.863
14.06614.06014.4078.106
13.051
4.7893.6507.855
10.38714.310
7.5227.7506.6934.645
0602
0.813.264
1.2912.678
2.255
.637
.380
.551
.450
.5821.3393.342
13.091
23.08410.45511.2146.5975.669
3.3044.8668.323
10.21013.461
6.8277.2556.3405.214
0653
1.0551.0021.4014.393
1.963
.776
.452
.574
.4161.3451.8824.630
11.789
24.5908.7203.6154.9384.703
2.9874.9588.145
10.86317.674
6.0184.8706.2065.176
161
TABLE 97.- SUMMARY OF BEDLOAD-TRANSPORT RATES, THREE-SECTION AVERAGE OF GIVEN SECTION AND NEXT DOHNSTREAM AND UPSTREAM SECTIONS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
DRY MASS PER UNIT TIME, IN KILOGRAMS PER SECOND
DATE(l)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-28 5-30
6- 1 6- 3 6- 5 6- 7 6- 9
6-10 6-11 6-12 6-13 6-14
6-15 6-17 6-18 6-19 6-20
6-21 6-23 6-25 6-27
0708
0.114 .210 .150 .655
1.069 .549 .251 .272
.290
.262
.230
.6391.193
3.420 .735 .528 .408 .874
.442 1.312 1.988 1.336 2.225
.843
.551
.807
.891
0757
0.180 .272 .255 .679
1.564 .822 .592 .435
.319
.226
.201
.316
.700
1.201 .290 .684 .687
1.918
.844 1.834 1.891
.978 2.771
.826
.467
.949
.986
POHER PER (FORCE
DATE(l)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-28 5-30
6- 1 6- 3 6- 5 6- 7 6- 9
6-10 6-11 6-12 6-13 6-14
6-15 6-17 6-18 6-19 6-20
6-21 6-23 6-25 6-27
0708
0.6951.281
.914 4.000
6.530 3.355 1.532 1.662
1.771 1.599 1.403 3.901 7.287
20.882 4.485 3.225 2.489 5.336
2.700 8.012
12.140 8.156
13.588
5.145 3.366 4.926 5.439
0757
1.101 1.660 1.560 4.143
9.549 5.019 3.613 2.659
1.950 1.383 1.227 1.932 4.271
7.333 1.774 4.177 4.197
11.714
5.152 11.197 11.546 5.969
16.919
5.041 2.854 5.796 6.020
0808
0.144 .191 .265 .256
1.892 .912 .815 .503
.349
.126
.099
.115
.216
.240
.465 1.604 1.381 2.344
.984 2.193 1.795 1.038 1.349
.857
.539
.948 1.035
0853
0.133 .142 .227 .200
1.176 .736 .659 .298
.167
.067
.050
.047
.141
.293
.444 1.467 1.514 2.880
.823 1.932 1.312
.922 1.783
.623
.588
.611
.882
UNIT LENGTH OF PER UNIT TIME,
0808
0.877 1.164 1.617 1.562
11.555 5.570 4.979 3.070
2.131 .767 .606 .703
1.319
1.464 2.837 9.797 8.433
14.315
6.010 13.392 10.963 6.338 8.234
5.233 3.294 5.787 6.317
0853
0.809 .865
1.384 1.222
7.181 4.492 4.023 1.819
1.021 .409 .305 .288 .862
1.789 2.712 8.958 9.244
17.583
5.024 11.797 8.011 5.629
10.884
3.807 3.593 3.730 5.384
SECTION
0898 0940 0985 1038
0.069 0.123 0.142 0.189 .118 .127 .133 .144 .113 .093 .166 .170 .307 .593 1.003 1.001 1.981*
1.522* 1.144 1.220 1.499*
.644 .533 .280 .037
.419 .169 .135 .054
.135 .057 .018 .019
.099 .065 .017 .002
.049 .023 .019 .062
.018 .020 .013 .067
.049 .032 .027 .133
.157 .379 .622 1.539
.291 .992 1.867 2.592 1.168 1.390 2.464 2.670 2.218 1.907 3.484 3.356 1.935 2.258 2.262 2.194 2.128 2.459 1.883 1.987
.663 .955 .930 .860 1.279 .846 .383 .381 1.119 1.233 1.069 1.284
.859 .590 .450 .949 1.156 1.349 .737 1.353
1.157 2.447 2.714 2.157 .952 1.215 1.277 1.642 .463 .707 .739 .594 .692 .647 .874 1.080
CHANNEL, IN HATTS PER METER IN NEHtONS PER SECOND)
SECTION
0898 0940 0985 1038
0.419 0.749 0.866 1.157 .721 .775 .809 .877 .688 .567 1.012 1.036
1.874 3.621 6.124 6.114 12.095*
6.986 7.452 9.153* 3.931 3.255 1.709 .227 2.561 1.032 .825 .329
.827 .346 .111 .115
.607 .396 .105 .012
.299 .141 .115 .378
.110 .123 .082 .411
.301 .194 .164 .811
.962 2.317 3.797 9.399
1.776 6.060 11.402 15.829 7.134 8.489 15.047 16.303
13.542 11.644 21.275 20.494 11.816 13.788 13.811 13.399 12.996 15.016 11.499 12.130
4.048 5.832 5.681 5.251 7.811 5.168 2.339 2.329 6.833 7.531 6.526 7.842 5.242 3.603 2.750 5.793 7.057 8.238 4.498 8.261
7.066 14.940 16.573 13.172 5.814 7.419 7.799 10.027 2.825 4.314 4.514 3.624 4.226 3.950 5.334 6.597
1077
0.132 .104 .162
1.111 2.134
1.314
.070
.078
.032
.013
.068
.078
.322 2.188
2.548 2.432 2.877 1.062 1.119
.604
.461 1.347 1.108 1.637
1.061 1.527
.611 1.388
1077
0.805 .635 .992
6.783 13.031
8 .022
.429
.479
.198
.077
.418
.475 1.969
13.361
15.558 14.852 17.564 6.484 6.831
3.688 2.816 8.222 6.767 9.996
6.481 9.324 3.734 8.474
1120
0.111 .084 .071
1.023 2.224
.933
.057
.083
.036
.019
.079
.081
.372 2.332
2.219 1.479 1.196
.854
.990
.709
.489 1.527 1.612 1.628
1.053 1.398
.585 1.560
1120
0.677 .514 .434
6.245 13.579
5.697
.347
.508
.221
.113
.480
.495 2.272
14.237
13.550 9.031 7.304 5.216 6.047
4.328 2.986 9.324 9.845 9.943
6.431 8.538 3.573 9.526
1155
0.085 .060 .087
1.285 2.126
.885
.106
.064
.028
.033
.086
.217
.504 2.400
2.020 .697 .460 .261 .850
.576
.486 1.212 1.555 1.066
1.330 .940
1.208 1.475
1155
0.522 .367 .532
7.845 12.979
5.404
.647
.389
.169
.200
.525 1.322 3.079
14.656
12.336 4.254 2.810 1.596 5.190
3.516 2.9667.401 9.495 6.507
8.122 5.743 7.378 9.004
1202
0.124 .182 .100 .960
1.780
.660
.070
.049
.027
.281
.140
.314
.479 1.701
1.340 .527 .293 .228 .779
.470
.476 1.112 1.337
.793
1.826.641
1.586 1.091
1202
0.760 1.112
.608 5.861
10.866
4.031
.429
.297
.167
1.714 .853
1.918 2.925
10.388
8.183 3.216 1.787 1.392 4.755
2.871 2.904 6.787 8.161 4.843
11.14B 3.916 9.683 6.660
1241
0.331 .736 .306 .778
1.594
.443
.279
.223
.216
.446
.235
.448
.571 1.620
1.009 .508 .234 .220 .612
.7631.387 1.097 1.194
.868
1.742 .794
1.830 1.057
1241
2.023 4.495 1.866 4.753 9.730
2.704
1.705 1.362 1.319
2.722 1.435 2.738 3.484 9.893
6.160 3.101 1.429 1.341 3.735
4.662 8.467 6.698 7.292 5.298
10.639 4.846
11.174 6.456
1284
0.592 .806 .320 .420 .816
.404
.405
.221
.387
.612
.206
.263
.349
.624
.787
.858
.225
.237
.610
1.033 1.958 1.286
.921
.903
1.516 .903
2.042 1.039
1284
3.613 4.922 1.955 2.564 4.981
2.468
2.471 1.350 2.361
3.736 1.256 1.604 2.133 3.808
4.806 5.239 1.371 1.445 3.726
6.309 11.956 7.855 5.623 5.516
9.258 5.516
12.469 6.344
162
TABLE 97.- SUMMARY OF BEDLOAD-TRANSPORT RATES, THREE-SECTION AVERAGE OF GIVEN SECTION AND NEXT DOHNSTREAM AND UPSTREAM SECTIONS, EAST FORK RIVER, HYOMING, 1980 CONTINUED
DRY MASS PER UNIT TIME, IN KILOGRAMS PER SECOND
DATE(l)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-28 5-30
6- 1 6- 3 6- 5 6- 7 6- 9
6-10 6-11 6-12 6-13 6-14
6-15 6-17 6-18 6-19 6-20
6-21 6-23 6-25 6-27
1315
0.647 .690 .305 .263 .626
.708
.455
.361
.477
.357
.174
.173
.256
.719
.988
.994
.292
.492
.712
1.778 1.989
.953 1.115
.715
1.189 1.008 1.433 1.082
1360
0.488 .182 .135 .264 .515
1.024
.329
.256
.339
.211
.135
.095
.192
.617
1.163 1.142
.360
.696 1.117
1.9951.244
.880 1.030
.565
1.485 .897
1.206 1.018
1396
0.270 .073 .156 .274 .612
1.207
.221
.340
.176
.146
.131
.111
.292
.798
1.078 .714 .318 .769
1.148
2.002 .681 .764 .871 .327
1.488 .583 .313 .933
1425
0.159 .059 .166 .314 .742
1.291
.226
.218
.134
.169
.131
.119
.271
.854
1.648 .893 .352 .778
1.435
1.571 .593
1.188 .852 .619
1.253 .593 .407
1.033
POWER PER UNIT LENGTH OF (FORCE PER UNIT TIME,
DATE(l)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-28 5-30
6- 1 6- 3 6- 5 6- 7 6- 9
6-10 6-11 6-12 6-13 6-14
6-15 6-17 6-18 6-19 6-20
6-21 6-23 6-256-27
1315
3.954 4.215 1.863 1.604 3.823
4.322
2.781 2.204 2.915
2.182 1.062 1.059 1.561 4.388
6.034 6.069 1.785 3.004 4.350
10.856 12.142 5.820 6.809 4.364
7.2636.157 8.749 6.607
1360
2.978 1.111
.823 1.613 3.143
6.254
2.012 1.562 2.072
1.291 .823 .581
1.172 3.768
7.104 6.974 2.199 4.250 6.823
12.179 7.597 5.371 6.289 3.448
9.067 5.475 7.367 6.214
1396
1.649 .445 .955
1.672 3.740
7.368
1.348 2.076 1.075
.892
.801
.679 1.783 4.873
6.580 4.359 1.940 4.693 7.010
12.225 4.160 4.662 5.320 1.998
9.087 3.563 1.910 5.696
1425
0.971 .359
1.013 1.914 4.528
7.884
1.378 1.333
.818
1.031 .801 .724
1.653 5.212
10.060 5.452 2.149 4.753 8.764
9.5953.618 7.254 5.202 3.783
7.649 3.623 2.486 6.309
SECTION
1481 1533 1573 1610
0.122 0.045 0.075 0.113 .021 .013 .014 .033 .123 .066 .065 .103 .175 .144 .325 .387 .927 1.587 1.767 1.696
1.076 1.160 1.009 1.535
.305 .384 .348 .339
.344 .260 .385 .316
.112 .169 .116 .133
.209 .107 .121 .076
.087 .075 .064 .080
.135 .111 .096 .034
.243 .115 .216 .224
.763 .877 .902 1.331
1.875 1.902 2.071 1.657 .812 .822 .961 .837 .421 .937 1.020 1.206
1.025 1.338 1.298 .957 1.418 1.815 1.684 1.433
1.309 1.118 1.118 .930 .632 1.267 1.713 1.898
1.466 1.698 1.438 1.318 .647 .670 .553 .900 .707 1.225 1.007 1.071
1.042 1.113 1.075 1.252 .534 .633 .655 .824 .553 .803 .656 .711
1.072 1.197 1.053 .964
CHANNEL, IN WATTS PER METER IN NEWTONS PER SECOND)
SECTION
1481 1533 1573 1610
0.748 0.275 0.460 0.687 .128 .079 .086 .199 .750 .402 .394 .626
1.071 .877 1.987 2.361 5.658 9.693 10.791 10.357
6.569 7.082 6.161 9.370
1.863 2.344 2.124 2.069 2.098 1.587 2.351 1.928
.686 1.029 .709 .812
1.275 .652 .740 .466 .531 .456 .390 .490 .825 .679 .584 .207
1.483 .703 1.319 1.365 4.662 5.358 5.510 8.129
11.449 11.612 12.643 10.116 4.961 5.019 5.870 5.111 2.573 5.724 6.230 7.364 6.259 8.168 7.927 5.845 8.656 11.085 10.281 8.747
7.995 6.824 6.824 5.679 3.857 7.738 10.457 11.589 8.951 10.369 8.779 8.045 3.953 4.089 3.379 5.497 4.317 7.478 6.149 6.540
6.360 6.794 6.563 7.645 3.259 3.866 4.002 5.030 3.379 4.906 4.006 4.343 6.543 7.311 6.433 5.888
1662
0.181 .061 .110 .844
1.602
1.957
.214
.360
.074
.066
.068
.035
.259 1.538
1.909 1.116 1.041
.866 1.821
1.674 1.400 1.110 1.890 1.714
1.608 1.194
.769
.874
1662
1.103 .370 .670
5.151 9.782
11.951
1.306 2.196
.452
.402
.415
.211 1.580 9.390
11.658 6.814 6.353 5.290
11.118
10.223 8.548 6.776
11.540 10.465
9.819 7.291 4.697 5.336
1695
0.171 .063 .124 .871
1.479
2.069
.254
.196
.066
.024
.048
.022
.2361.390
1.238 1.802 1.085
.988 1.940
1.392 1.033 1.481 2.312 2.373
1.557 1.239
.878
.974
1695
1.047 .385 .758
5.320 9.033
12.636
1.554 1.198
.401
.148
.292
.137 1.438 8.490
7.560 11.002 6.622 6.033
11.847
8.501 6.308 9.043
14.115 14.492
9.509 7.563 5.362 5.945
1730
0.141 .108 .281
1.004 1.751
2.263
.119
.075
.015
.014
.059
.059
.270
.980
1.935 2.645 1.552 1.068 2.238
1.804 .741
1.350 2.532 2.768
1.568 1.306
.878
.873
1730
0.862 .657
1.713 6.132
10.691
13.817
.729
.457
.089
.085
.358
.362 1.649 5.983
11.815 16.150 9.476 6.521
13.666
11.017 4.522 8.242
15.458 16.902
9.574 7.974 5.361 5.333
1766
0.172 .269 .280 .576
1.168
1.774
.216
.163
.024
.095
.068
.108
.301
.605
1.886 3.103 1.659 1.056 1.337
1.109 .702
1.628 1.642 2.080
1.173 1.344 1.113
.904
1766
1.048 1.645 1.708 3.517 7.133
10.831
1.321 .996 .147
.578
.417
.661 1.840 3.696
11.515 18.947 10.132 6.448 8.164
6.775 4.287 9.938
10.026 12.703
7.162 8.205 6.794 5.521
1800
0.214 .282 .256 .371
1.082
2.146
.211
.201
.038
.099
.067
.109
.179
.656
2.380 2.062 1.823
.767 1.115
1.642 .570
1.269 1.593 1.841
1.481 1.711 1.525
.884
1800
1.309 1.724 1.564 2.263 6.606
13.104
1.286 1.224
.234
.602
.410
.664 1.093 4.005
14.530 12.588 11.130 4.681 6.810
10.024 3.479 7.748 9.725
11.239
9.045 10.446 9.309 5.397
1830
0.276* .313* .088* .208* .839*
1.822*
.283*
.284*
.054*
.132*
.023*
.087*
.131*
.742*
2.124# 1.720* 1.467*
.763*
.826*
1.544* .562*
1.358* 1.376* 1.770*
1.496* 1.938* 1.821*
.939*
1830
1.686* 1.911*
.536* 1.273* 5.122*
11.126*
1.727* 1.732*
.331*
.804*
.142*
.530*
.797* 4.533*
12.968* 10.505* 8.957* 4.659* 5.042*
9.430* 3.431* 8.291* 8.403*
10.810*
9.135* 11.835* 11.117* 5.735*
(1) TIMES OF SAMPLE COLLECTIONS GIVEN IN TABLES 7-48 AND 98-139.* BEDLOAD TRANSPORT RATE IS A THO-SECTION AVERAGE OF GIVEN SECTION AND NEXT UPSTREAM SECTION.# BEDLOAD TRANSPORT RATE IS A TWO-SECTION AVERAGE OF GIVEN SECTION AND NEXT DOHNSTREAM SECTION.
163
TABLE 98.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0043, ____ EAST FORK RIVER, NYOHING, 1980 _____
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U.U)BEDLOAD-TRANSPORT RATE STREAM POHER(7)
DATE TIME DISCHARGE!1)(M3/S)
DRY MASS(2) (KG/S)
POHERO)(H/M)
(5) (6) (5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-136-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
1720151015201520
1515160515471401
13511629143416141745
16541730180616001634
14121702152716371614
133709050900
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.23,30,2823.5
12.418.717.025.621.4
18.913.712.9
0.047* .048* .092* .358*
.092*
.046*
.034*
.005*
.435*
.197*
.062*
.165*
.427*
1.356* 1.1601
.738*
.640*
.281*
.501*
.86201.281*1.212*
.436*
.561*
.610*
0.287* .293* .562*
2.186*
.562*
.281*
.208*
.031#
2.656# 1.203* .379#
1.007 # 2.607*
8.280*083* .272* ,506* .908*
.716*
.059*
.263*
.822* ,400#
.662* 425*
4.5523.5544.1885.655
4.1523.3063.4851.993
1.961,076,253465
3.393
4.7163.9474.2254.6434.354
3.7423.5623.3334.2594.039
3.725#
3.9933.9273.694
28.5323.3226.7683.60
76.7437.6836.7925.62
26.5425.0731.1237.86176.1
262.7361.0509.6376.6284.3
119,230,213,333,263,
232,149,153.6
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA <M*), SEE TABLE 7; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 7, AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 51.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 51.STREAM POHER IS THE PRODUCT. OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/M3). DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).BEDLOAD-TRANSPORT RATE IS A THO-SECTION AVERAGE OF GIVEN SECTION AND NEXT UPSTREAM SECTION.
164
TABLE 99.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0075, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE(l)(M3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHER(3)(H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U,(4)
(5) (6)
STREAM POHER(7)
(6) (H/M)(H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1506150015141512
_1456160315401408
13371608142216031727
16341725173115411630
14271641152816021622
152709250920
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.5302823.5
12.418.717.025.621.4
18.913.712.9
0.152.065.070.255
.260
.292
.042
.018
.296
.142
.041
.196
.445
1.182.940.869.733.866
.642
.801
.9171.1511.355
.640
.901
.997
0.928.397.427
1.557
1.5881.783.256.110
1.807.867.250
1.1972.717
217740306476
5.288
920891599028
8.274
3.9085.5026.088
6.3815.4386.6396.097
4.5834.0963.4283.151
5.2587.2157.885.909
5.816
5.3034.2164.4124.9385.035
5.0895.1755.5555.6425.601
5.7065.8765.629
20.2315.3121.0281.43
74.2635.5834.0618.35
18.4319.3121.8930.46156.5
226.9298.2455.1318.230.6
108.8185.0179.6282.4225.0
213.6139.7144.9
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M2 ), SEE TABLE 8; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 8. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 52.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 52.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/M*), DISCHARGE (M*/S), AND HATER-SURFACE SLOPE (M/M).
165
TABLE 100.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0137, EAST FORK RIVER, WYOMING, 1980
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
BEDLOAD-TRANSPORT RATERATIO OF^MEAN VELOCITYTO SHEAR VELOCITY, u/u,(4)
DATE TIME DISCH^RGE(l) DRY HASS(2)(KG/S)
1700145015001503
_1437155015341404
13381557141115511730
17001720175515211618
14441624151016081602
151809400938
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.176.105.230.310
.558
.379
.103
.086
.360
.145
.142
.431
.748
,698,063,729,283,292
.771
.256,292,973.984
POHERO)(H/M)
1.251.974
1.369
1.075.641
1.4041.893
3.4072.314.629.525
2.198.885.867
2.6324.567
10.3686.4914.4517.8347.889
4.7087.6697.88912.04712.114
7.6395.9478.359
(5)
5.6115.1905.3676.464
6.7725.9845.9235.537
5.9985.2035.4045.1677.605
7.8016.7846.6998.1638.081
6.9067.5837.3028.2527.386
7.3816.4756.787
(6)
7.0386.2476.3627.379
8.1717.6817.2356.712
250410651274594
7.5116.6206.9117.9668.124
8.0627.8517.9158.2017.986
STREAM POHER(71
(5) (H/M)
49.2733.2141.4598.83
116.983.6864.7342.37
40.0343.7250.6163.96119.6
158.2208.0344.6227.3192.6
146.6159.5175.1200.0219.5
766399
7.381
189.167,143.9
(6) (H/M)
31.3222.9229.4975.84
80.3050.7843.3828.83
27.4028.8133.4143.39120.0
170.7218.4323.8238.7190.6
107.5148.8149.0202.6187.7
171.4128.1121.7
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. .MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (H2), SEE TABLE 9; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 9. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 53.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TA8LE 53.
7) STREAM POHER IS THE PRODUCT. OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER (1000 KG/MJ). DISCHARGE (M 3/S). AND WATER-SURFACE SLOPE (M/M).
166
TABLE 101.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0178, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE*1)(M3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHER(3) (H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U,(4)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-236-25 6-27
1700143514511459
3.742.613.228.3116.7
26.21420154415301356
13351542140115381709
16351700173515341646
15051635145515491541
144809100954
3.28
3.223.283.814.51
13.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.186.103.254.941
.678
.372
.183
.105
.088
.023
.184
.4331.121
2.2461.697.897
1.6721.799
.7781.4901.7682.1001.816
1.2431.2201.227
1.136.629
1.5515.746
4.1402.2711.117.641
.537
.1401.1242.6446.845
13.71410.3625.47710.20910.985
4.7509.09810.79512.82311.088
7.5907.4497.492
8.7887.6437.2188.806
10.1849.0248.2838.355
8.0657.9127.8497.7259.667
10.4799.75315.64714.07510.171
9.76310.81611.16316.66511.459
10.9609.4229.757
9.6678.6097.9748.777
10.0789.0498.8409.082
8.8508.4698.2898.3899.248
9.2978.2278.97810.0219.112
,209,360,401,890
9.213
9.4928.5389.060
34.1425.8933.4572.82
73.7446.9943.8430.75
29.8931.0635.8849.46104.3
125.1141.981.48106.7146.9
90.20102.697.7666.86114.5
119.0100.594.93
28.2120.4127.4173.30
75.3046.7338.4926.03
24.8227.1132.1741.94114.0
159.0199.5247.5210.4183.1
101.4137.0137.8189.8177.2
158.7122.4110.1
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OL TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M<). SEE TABLE 10; jSHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/SZ ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTK, SEE TABLE 10, AND HATER-SURFACE SLOPE (M/M>.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 54.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 54.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/SZ ), UNIT MASS OF HATER(1000 KG/HJ), DISCHARGE (M 3/S), AND HATER-SURFACE SLOPE (M/M).
167
TABLE 102.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0220, EAST FORK RIVER, NYOMING, 1980
DATE TIME DISCHARGE(l) (M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.(4) STREAM POHER(7)
DRY MASS(2) (KG/S)
POHERO)(H/M)
(5) (6) (5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1646132514451450
_1404154015251351
13261539134915261710
16351704174915101631
15241611151015311525
151109211010
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.2823
12.418.717.025.621.4
18.913.712.9
0.081.087.347
1.433
.506
.127
.169
.101
.096
.114
.405
.4411.507
.860
.900
.435
.989
.722
.4811.4842.2332.8791.743
1.1601.1421.316
0.495.531
2.1198.750
3.090.775
1.032.617
.586
.6962.4732.6939.202
17.46311.6018.76212.14510.515
2.9379.06113.63517.57910.643
7.0836.9738.035
13.09511.40810.33610.929
13.33612.62712.71011.960
12.59011.41811.5579.92811.593
10.25610.37312.89412.27510.762
11.89712.67411.94313.77311.445
10.83811.85211.313
10.8749.9468.6549.314
11.00210.86710.86710.696
10.4589.4189.3208.6989.478
9.7548.88910.75810.7569.518
10.0829.9199.67810.4609.390
18.8615.1218.7653.52
,790469
9.036
148.6
68.9888.1994.20115.3125.8
131.375.6366.85
27.3619.9026.7673.69
47.60 30.40 24.71 19.98
17.19 18.90 21.39 32.81 80.38
146.3 147.9 143.0 157.7
69.94 41.05 33.80 24.98
24.92 27.79 32.90 42.74
120.2
161.8 201.4 205.5 205.4190.0
96.05144.0143.4200.0186.9
160.9118.5104.8
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOW AREA (M2 ), SEE TABLE 11; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED WIDTH. SEE TABLE 11. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS. SEE TABLE 55.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 55.STREAM POWER IS THE PRODUCl OF GRAVITATIONAL ACCELERATION (9.807 M/S"), UNIT MASS OF WATER(1000 KG/M*), DISCHARGE (M^/S), AND WATER-SURFACE SLOPE (M/M).
168
TABLE 103.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0257, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE!1)(M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.U)
DRY MASS(2) (KG/S)
POWER!3)(H/M)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
1745142014401444
1347153415151342
13251522131715171649
16041643171415251610
15361651145515071554
150909401022
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.082.056.454
1.629
.184
.097
.206
.137
.031
.304
.353
.2571.597
2.6912.0611.4541.7921.655
.6111.5751.9792.2261.478
.8051.1421.320
0.501.342
2.7729.947
1.124.592
1.258.837
.1891.8562.1551.5699.751
16.43112.5848.87810.94210.105
3.7319.61712.08413.5929.025
4.9156.9738.060
9.7748.4967.9558.285
10.09010.46410.3549.177
8.0167.7997.7217.4948.017
8.7037.76710.3529.8288.727
9.3608.4608.3668.6838.637
8.6798.4188.626
8.1576.6337.6659.362
10.1608.7597.9096.876
6.715
17.6111.3221.6683.96
25.2818.5823.3265.75
364931492
9.488
10.1729.29312.88111.5569.612
9.6199.3369.45510.7449.833
9.7899.3939.087
68.63 27.41 20.06 14.45
17.72 23.27 32.10 37.29
170.2
229.1 297.2 267.0 296.6 260.5
106.2 203.1 199.1 340.4 254.4
210.0 148.7
67.69 39.12 34.38 25.74
25.25 26.10 30.43 37.31
121.5
167.7 207.6 172.4 214.5 214.7
100.5 166.8 155.9 222.3 196.3
165.1 119.4
120.2 108.3
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M-3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M2 ), SEE TABLE 12; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 12. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS. SEE TABLE 56.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 56.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S"), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
169
TABLE 104.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0301, EAST FORK RIVER, HYOHING, 1980
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.(4)
DATE TIME DISCHARGE!1)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1635140714301437
_1330152815121343
13451515131115031655
16151640170014591543
15551635143515351534
144409550902
3.742.613.228.3116.7
26.228
5.674.743.28
,22,28 ,81
4.5113.5
19. 23. 30. 28,23.5
17.025.621.4
18, 13.
DRY MASS(2) (KG/S)
0.322.237.484.945
.126
.317
.384
.340
.151
.353
.372
.1781.146
1.9601.602.912
1.3391.863
12.9
1.0832.1931.9201.6651.281
.8781.2321.534
POWER(3)(H/M)
1.9661.4472.9555.770
.769,936,345,076
.9222.1552.271
0876.997
11.9689.7825.5698.17611.375
6.61313.39011.72410.1667.822
361523
(5)
7.8907.5167.2637.339
B.750 9.251 8.503 7.241
941410261037
7.101
8.2927.3259.8848.8428.318
8.987508802870960
9.367
8.3487.4938.425
(6)
7.3017.1447.6398.423
7.8706.5096.3775.938
7.1617.2677.3367.2738.279
8.8148.08410.9169.3558.374
8.0497.7598.1938.7458.642
8.5647.7348.892
STREAM POHER(7)
(5) (H/M)
22.9217.3524.1075.75
238.5
177.128,
(6) (H/M)
26.7719.2121.7857.50
61.2423.8323.8221.39
24.6428.2232.3738.29
149.8
180.4247.7237.6269.1228.8
89.42193.5180.3288.8
75.7048.1542.3531.81
30.3029.3431.7135.84
110.2
159.7203.4194.8240.4225.7
111.5181.1163.5233.9
120.9
202.4
169.0120.9108.5
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50. DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. 2MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 13; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 13. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IK COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 57.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 57.STREAM POHER IS THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M 3/S), AND HATER-SURFACE SLOPE (M/M).
170
TABLE 105.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0348, EAST FORK RIVER, WYOMING, 1980
DATE TIME DISCHARGE*1)*
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U»(4)
DRY MASS(2) (KG/S)
POWER(3) (W/M)
(5) (6)
STREAM POHER(7)
(5) (N/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1625135414241430
1227151515101336
13101505125214531640
16121619164414401555
16151614143715181515
142010170920
3.742.613.228.31
16.7
26.29.285.674.743.28
3.223.283.81
5113.5
19.323.530.28.23.5
12.418.717.025.621.4
18.913.712.9
0.512.255.496.525
.562
.431
.460
.369
.220
.308
.164
.139
.739
1.7891.846
.6761.5752.179
1.3671.9981.3241.0082.132
.8221.2661.117
3.1261.5573.0293.206
3.4322.6322.8092.253
1.3431.8811.001
.8494.512
10.92411.2724.1289.617
13.305
8.34712.2008.0846.155
13.018
5.0197.7306.820
9.5488.3248.6079.826
7.3488.2209.8139.074
9.6698.6159.2608.2898.137
8.1497.187
11.3278.5427.364
9.4627.8348.5558.6888.213
8.4658.4478.520
10.2129.0598.0808.671
7.3589.129
11.06410.167
10.2668.5279.0007.8657.720
7.8666.9419.2558.2107.609
10.1748.5468.8548.8998.260
8.6788.7689.138
33.2224.3420.2642.35
29.0520.5522.9954.39
80.89 65.34 59.20 42.86
. 36.60 30.33 31.11 31.45 91.48
137.0 182.0 125.9 220.1 235.8
134.3 211.6 171.9 231.0 198.6
171.5 126.7 122.3
80.65 52.98 46.57 34.14
32.47 30.96 32.93 34.93
101.6
147.1 195.2 188.6 238.3 220.8
116.2 177.8 160.5 220.2 196.3
163.2 117.6 106.4
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OF TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLON AREA (M 2 ). SEE TABLE 14; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*),MEAN DEPTH (M) ABOVE THE ACTIVE-BED WIDTH, SEE TABLE 14. AND WATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS. SEE TABLE 58.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 58.STREAM POWER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF WATER(1000 KG/M3), DISCHARGE (M^/S), AND WATER-SURFACE SLOPE (M/M).
171
TABLE 106.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0421, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE(l)(M3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHERO)(H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U»(4)
(5) (6)
STREAM POWER(7)
(5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
1605134014151421
1159150414581332
13101458124814371623
15501630170714531531
16321551141614501502
135910330932
3.742.613.228.3116.7
26.2.28,6774
3.28
3.223.283.814.5113.5
19.323.5302823.5
12.418.717.025.621.4
18.913.712.9
0.482.271.233.289
.741
.368
.386
.267
.213
.117
.119
.092
.615
,885,281,564,509
2.264
L.190 L.678L424 L.215 !.370
.729L.296 .986
2.9431.6551.4231.765
4.5252.2472.3571.630
1.301.714.727.562
3.755
11.51013.9289.5509.21413.824
7.26610.2468.6957.41914.471
4.4517.9136.021
10.4848.3459.24011.681
11.25010.39510.39110.583
10.16610.61610.23810.41911.871
9.9978.91110.8679.6388.311
9.2837.7729.3879.9759.895
9.1508.6609.403
11.8048.9649.3319.700
13.21513.79613.55613.499
12.62812.76711.68411.4869.989
9.1778.45111.54010.2298.554
10.8488.1719.3789.3309.671
9.5489.3009.197
35.9323.0621.6433.93
28.3419.9821.2249.22
108.2 92.86 78.41 53.95
48.05 42.14 39.30 38.88 61.63
113.5 164.3 201.4 252.0 222.1
150.9 181.9 147.2 173.2 170.2
160.7 122.294.54
78.44 52.71 46.07 33.16
31.14 29.14 30.18 31.99 87.04
134.7 182.7 178.6 223.7 209.6
110.5 164.6 147.4 198.0 178.2
147.5 106.0 98.83
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2), SEE TABLE 15; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 15. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 59.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 59.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/S?), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
172
TABLE 107.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0460, EAST FORK RIVER, WYOMING, 1980
BEDLOAD-TRANSPORT RATE
DATE TIME DISCHARGE!1) (M*/S)
DRY MASS(2) (KG/S)
POHERO) (H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U»(4)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
1600133514091415
1148145815001322
13001453122514271620
15551609164714321516
16201538135814301433
142710000949
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.290.104.144.586
.836
.143
.135
.049
.088
.058
.019
.067
.974
2.461030144
1.6342.547
.6871.0121.2131.3092.555
.726 L.070 .809
1.771.635.879
3.578
5.105.873.824.299
.537
.354
.116
.4095.947
15.02718.50113.0919.97715.552
4.1956.1797.4077.99315.601
4.4336.5334.940
10.1399.5518.99810.401
9.60410.0839.6488.682
8.8988.8139.3899.85911.098
10.8779.36511.65710.3099.286
9.76810.0559.52811.3229.509
9.9939.9259.896
10.55610.19310.92011.358
9.7038.7188.1107.555
8.2478.84210.02110.36910.644
10.0738.60211.5069.7258.668
8.9888.2728.8979.4479.272
9.3658.8228.876
27.8120.4627.0353.36
71.4136.2729.4522.07
22.9725.0528.7030.2067.73
105.5145.1160.7182.8161.2
82.6393.69
110.116,145.3
108.569.5469.61
25.6517.9618.3544.75
69.9748.5241.6729.14
26.7424.8825.1927.3173.62
123.1172.0165.0205.5185.0
97.58138.4126.2167.4152.7
123.688.0286.53
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97.MEAN VELOCITY IS DISCHARGE (M*/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 16; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 16. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 60.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 60.STREAM POHER IS THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/MS), DISCHARGE <M*/S), AND HATER-SURFACE SLOPE (M/M).
173
TABLE 108.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0516, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHlARGE(l)i j/i i
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U W(4) STREAM POHER(7)
POHERO)(H/M)
(5) (6) (5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1545132514001414
_1136144514531319
12571437122014171603
15301556172014501500
16071603141014111454
141010251002
3.74 2.61 3.22 B.31
16.7
26.22867
4.743.28
3.223.283.814.51
13.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.110.070.070.759
.496
.021
.084
.017
.017
.010
.020
.0281.578
2.5772.849
.097
.3062.369
.444 L.320 L.350 L.713 L.533
L.051 .715 .860
0.672.427.427
4.634
3.029.128.513.104
.104
.061
.122
.1719.635
15.73517.39618.9107.974
14.465
2.7118.0608.243
10.4609.360
6.4174.3665.251
8.9438.7119.1408.199
9.15410.1019.2889.992
9.3209.233
10.4509.9209.224
8.0106.907
11.41510.7958.749
9.7278.5358.4588.2868.309
9.4458.6627.630
7.5206.8957.4318.951
8.0677.0896.5235.966
6.1136.4627.3537.5489.711
8.6787.365
10.0179.6858.977
8.383 B.545 8.548 9.660 8.627
9.0638.1657.856
14.228.43
10.3350.37
20.1013.4615.6342.26
42.09 18.32 15.18 7.13
8.06 9.03 9.59
13.38 75.39
137.9 187.4 138.1 145.5 156.5
54.38 104.0 101.2 181.5 135.1
88.69 62.03 73.14
54.20 37.18 30.78 20.02
18.74 18.43 19.37 23.11 68.02
117.5 164.8 179.4 180.8 148.7
73.22 103.8 99.10
133.5 125.3
96.33 69.82 68.99
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2), SEE TABLE 17: ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.B07 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 17. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 61.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 61.
7) STREAM POHE.R IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER (1000 KG/MJ). DISCHARGE (M3/S). AND HATER-SURFACE SLOPE (M/M).(1000 KG/M3), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
174
TABLE 109.- SUMMARY DATA OF BEDLOAO TRANSPORT AND RIVER HYDRAULICS, SECTION 0556, EAST FORK RIVER, WYOMING, 1980
DATE TIME DISCHARGE!1)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHER(3)<H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY,
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1600132013521404
1145144414391320
12581432120714061605
15301536165514501445
15541553040014521438
135410481020
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
0.178.056.202.891
.476
.039
.072
.084
.022
.032
.151
.2142.107
2.3042.3032.3591.3282.137
.5981.2861.7012.3441.232
18.913.712.9
1.2691.096.761
1.087.342
1.2335.440
2.906.238.440.513
.134
.195
.9221.307
12.865
14.06814.06214.4048.10913.049
3.6517.85210.38614.3127.523
7.7496.6924.647
11.4339.39913.27310.018
12.57012.26111.33311.890
10.90910.07012.0748.6828.752
8.3597.676
10.4309.2098.982
10.2248.6159.2059.74310.076
12.85810.9118.268
7.7956.8288.0839.826
9.5668.8388.3376.775
6.4976.0496.2656.0498.531
8.7068.2479.97310.0798.777
8.1138.0178.2389.7289.177
9.6148.9078.018
7.045.675.34
43.77
21.159.888.333.09
3.514.334.0610.4676.13
139.3194.0184.7196.3121.5
31.6373.6569.89124.596.12
48.5339.0260.60
15.1410.7414.4145.50
36.5219.0115.409.51
9.8912.0115.0721.5680.13
128.4168.1202.0163.9127.2
50.2485.0487.26124.9115.9
86.8058.5564.43
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. .MEAN VELOCITY IS DISCHARGE (M'/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 18; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 18. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 62.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 62.STREAM POHER IS THE PRODUCT. OF GRAVITATIONAL ACCELERATION (9.807 M/S<), UNIT MASS OF HATER(1000 KG/M'), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
175
TABLE 110.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0602, EAST FORK RIVER, WYOMING, 1980
DATE TIME DISCHARGE!1) (M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U*(4)
DRY MASS(2) (KG/S)
POWER(3)(W/M)
(5) (6)
STREAM POWER(7)
(5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1334131013451355
_1115143014331312
12461422120213511539
15101558160514151423
15401524133514201421
133511001036
3.742.613.228.31
16.7
26.2
3.28
3.223.28
8151
13.5
19. 23. 30. 28,23.5
12.418.717.025.621.4
18.913.712.9
0.133.043.211.439
.369
.104
.062
.090
.074
.095
.219
.5472.144
3.7811.7121.837
.080
.928
.7971.3631.672
205 L.118
L.188 L.038 .854
0.812.263
1.2882.681
2.253.635.379.550
.452
.5801.3373.340
13.091
23.08710.45311.2176.5945.666
4.8668.322
10.20913.4646.827
7.2546.3385.215
13.24112.77310.49910.702
13.39111.27611.24011.403
11.48411.88010.92910.76110.035
8.6427.8737.1279.494
14.089
13.77011.2349.724
15.31010.348
12.19010.23211.130
11.85410.4969.8889.144
7.9918.4248.0207.095
7.2387.4708.2399.1718.649
7.4056.457
389631429
7.9146.8966.9137.8727.211
8.1227.9928.494
12.827.52
13.5035.40
15.9911.1415.2248.50
12.46 10.67 8.52 4.74
5.09 5.85
10.30 18.72 68.61
100.1 116.0 223.8 108.4 33.99
17.10 37.03 46.90 34.85 57.71
42.41 39.97 39.31
34.9919.12 16.73 12.26
12.82 14.80 18.13 25.77 92.36
136.3 172.4 208.2 167.9 122.3
51.77 98.26 92.80
131.8 118.8
95.53 65.51 67.49
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART Ot TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA <M*), SEE TABLE 19: .SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 19. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS. SEE TABLE 63.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 63.STREAM POHER IS THE PRODUCt OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF WATER(1000 KG/M3), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
176
TABLE 111.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0653, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE;i)(M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U»<4)
DRY MASS(2)(KG/S)
POHER(3)(H/M)
(5) (6)!I?!*M_!?_!RiI!(H/M) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1535130513391355
1105142614221303
12411408115013371540
15281535154514101408
15181532131714071400
131711201059
3.742.613.228.31
16.7
26.29.285.674.743.28
22,28,8151
13.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.173.164.229.719
.322
.127
.074
.094
.068
.220
.308
.7581.931
.027
.428
.592
.809
.770
.812
.334
.779
.894
.986
1.0561.0011.3984.390
1.966.775.452.574
.4151.3431.8814.628
11.791
24.5898.7193.6154.9404.702
4.9588.145
10.86317.6716.021
.7981.016
.848
,873,204
5.178
9.7508.4268.439
10.079
10.64710.7149.7808.880
9.5898.8268.7888.8168.793
8.750 8.03B 8.637 10.266 9.765
10.6049.2739.72510.3849.400
9.0419.0249.375
9.7538.3428.76010.245
11.32710.8039.3358.188
9.1369.4539.9499.9439.884
9.7308.70810.33111.21411.211
11.64710.24110.78712.31110.984
11.18510.26110.350
20.0215.2121.2749.92
20.0015.5119.7448.32
46.88 26.14 21.40 15.46
16.47 22.69 29.87 39.09
119.8
167.7 190.9 297.7 188.1 155.9
71.55 130.8 116.3 173.4161.2
157.6 93.31 84.43
41.42 25.71 23.48 18.18
18.14 19.78 23.31 30.73 94.83
135.6 162.6 208.1 157.6 118.3
59.31 107.2 94.51
123.3 118.1
103.0 72.16 69.28
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97.MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M2), SEE TABLE 20; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 20. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 64.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 64.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
177
TABLE 112.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0708, ___ EAST FORK RIVER, MYOMING, 1980 ________ ________
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U»(4)BEDLOAD-TRANSPORT RATE
DATE TIME DISCHARGE!1)(M3/S)
DRY MASS(2) <KG/S)
POHERO)(H/M)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
1515125513301346
1055140914101300
12361355114113211520
14561539151513421346
15011512130013351341
133811041121
3.742.61.22.31
16.7
26.29.285.674.743.28
3.22
13.5
19.323.530.62823.5
12.418.717.025.621.4
18.913.712.9
0.114.210.150.655
1.069.549.251.272
.290
.262
.230
.6391.193
3.420.735.528.408.874
1.3121.9881.3362.225.843
.551
.807
.891
0.6961.282.916
3.999
6.5273.3521.5331.661
1.7711.6001.4043.9027.284
20.8834.4883.2242.4915.337
8.01112.1398.15813.5865.147
3.3644.9285.440
7.5666.3686.5228.360
8.5537.9127.1546.400
7.6897.9738.5037.4627.163
7.8337.0789.7848.2908.115
8.3857.3727.5168.9528.154
7.8717.6077.837
7.3986.1966.3989.278
8.6437.3916.9507.279
9.0249.3429.6298.3598.076
8.3677.9399.0379.6409.337
9.1008.5968.70510.1739.049
8.9238.0788.355
29.4522.5727.7270.95
30.8123.8528.8057.60
62.97 36.45 34.40 34.85
34.82 36.70 39.60 47.37
131.0
157.4 195.6 174.7 222.7 180.3
95.15 168.2 148.4 191.4 164.7
156.4 102.7 92.81
61.6641.78 36.45 26.94
25.28 26.73 30.88 37.75
103.1
138.0 155.5 204.7 164.7 136.2
80.78 123.7 110.6 148.2 133.7
121.7 91.05 81.66
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. -MEAN VELOCITY IS DISCHARGE <M5/S> DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2), SEE TABLE 21: .SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 21. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 65.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTH&, SEE TABLE 65.TREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 H/S«}, UNIT MASS OF HATER 1000 KG/MS), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
178
TABLE 113.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0757, EAST FORK RIVER, WYOMING, 1980 _ __
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U»(4)BEDLOAD-TRANSPORT RATE
DATE TIME DISCHARGE!1)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
1515125013231332
_1039140914021248
12301350113112371520
15051507151013201311
14451451124513131322
132011211135
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.51
13.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
DRY MASS(2) (KG/S)
0.180.272.255.679
1.564.822.592.435
.319
.226
.201
.316
.700
1.201.290.684.687
1.918
L.834 L.891.978 1.771.826
.467
.949
.986
POWER(3)(W/M)
1.0991.6611.5574.146
9.5505.0193.6152.656
948380227929
4.274
7.3331.7714.1774.19511.711
11.19811.5465.97216.9205.044
2.8525.7956.021
(5)
7.9056.9366.5619.194
9.12410.5229.0928.633
9.6308.5789.3846.9638.804
8.2797.90210.32514.2499.784
10.2558.4389.23512.43910.129
9.6898.2378.868
(6)
6.3925.9255.4806.938
7.5098.8158.1698.029
8.5717.1077.3395.4846.691
6.5716.428.504.908
6.667
8.6437.3477.0787.5537.368
7.4346.6776.998
STREAM POWER(7)
(5) (W/M)
27.7923.6226.9040.50
(6) (W/M)
42.5232.3638.5471.11
59.07 42.86 42.5431.42
27.34 24.51 24.71 29.51 62.75
89.51 110.5 110.7 57.06 79.74
74.51 107.5 77.37 67.11 82.23
81.98 72.61 60.94
87.21 61.06 52.69 36.33
34.52 35.70 40.40 47.57
108.6
142.1 166.9 209.6 185.3 171.7
104.9 141.8 131.7 182.0 155.4
139.3 110.5 97.86
DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97.MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 22; SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2),MEAN DEPTH (M) ABOVE THE ACTIVE-BED WIDTH, SEE TABLE 22. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS. SEE TABLE 66.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTH&, SEE TABLE 66.STREAM POWER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S'), UNIT MASS OF HATER(1000 KG/M~), DISCHARGE (M3/S), AND WATER-SURFACE SLOPE (M/M).
179
TABLE 114.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0808, EAST FORK RIVER, NYOMING, 1980
DATE TIME DISCHARGE!1) (M3/S)
BEDLOAD-TRANSPORT RATE
POWER(3) (W/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U,(4)
DRY MASS(2) (KG/S)
(5) (6)
STREAM POMER(7)
(5) (W/M)
(6) (W/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
1510124713151330
1012135713561246
12281340112612281455
14401510161614141517
14271437133012481303
130011441155
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19, 23, 30, 28. 23,
12.418.717.025.621.4
18.913.712.9
0.144.191.265.256
1.892.912.815.503
.349
.126
.099
.115
.216
.240
.4651.6041.3812.344
2.1931.7951.0381.349.857
.539
.9481.035
0.8791.1661.6181.563
11.5535.5694.9763.071
2.131.769.604.702
1.319
1.4652.8399.7948.43214.312
13.39010.9606.3388.2375.233
.291
.7886.320
10.8388.2908.87711.359
12.25011.18010.43611.120
11.17810.87710.79110.18610.652
10.35110.71212.16211.83310.505
11.89511.57511.50011.61211.789
12.41010.09610.842
12.5869.96210.30211.494
13.35912.87211.68511.850
11.15410.95511.04610.06010.623
10.7749.74611.95912.00610.920
12.52911.16311.34112.83912.200
12.40210.62311.207
67.8053.4959.5985.99
127.498.5878.3646.74
38.9740.0046.3450.58111.6
155.2145.0208.7211211.2
136.6142.8142.4245.1182.0
149.9138.8119.9
50.2737.0444.2583.97
107.174.3662.5141.16
39.1439.4444.2251.85112.2
143.2175.2215.8205.0195.5
123.1153.6146.5200.5170.0
150.125.112.2
DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. 2MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOW AREA (M z), SEE TABLE 23; -SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED WIDTH. SEE TABLE 23, AMD WATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS, SEE TABLE 67.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 67.
S THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF WATERDISCHARGE (M3/S), AND WATER-SURFACE SLOPE (M/M).
STREAM POWER IS THE PRODUC- 43 ---------(1000 KG/M2
180
TABLE 115.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0853, EAST FORK RIVER, HYOMING, 1980
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.U)
DATE
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
TIME DISCHARGE! 1) (M3/S)
1500124013081326
1024134913501239
12251333112012191500
14481435154713401445
14081403131313451402
123812011050
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
DRY MASS(2) (KG/S)
0.133.142.227.200
1.176.736.659.298
.167
.067
.050
.047
.141
.293
.4441.4671.5142.880
1.9321.312.922
1.783.623
.588
.611
.882
POWER(3) (N/M)
0.812.867
1.3861.221
7.1814.4944.0241.820
1.020.409.305.287.861
1.7892.7118.9589.24417.585
11.7978.0115.63010.8873.804
3.5903.7315.385
(5)
10.0089.1488.7188.433
9.7369.0279.2218.621
9.3969.3669.2727.7748.359
9.5358.67011.01910.8229.266
9.86510.17810.0619.65010.162
11.0198.7449.163
(6)
12.23110.85210.68810.417
11.81311.11411.24110.307
11.62011.66611.6429.7969.597
10.4589.97212.44813.01510.972
11.60210.81011.97411.72711.655
12.10210.13110.375
(5) (N/M)
76.0451.0466.03134.8
171.2119.596.2656.47
57.9958.9168.0481.22145.5
177.4248.8324.2337.5314.4
180.7182.5218.7305.7242.1
193.9176.3155.7
STREAM POHER(7)
(6) (W/M)
50.91 36.26 43.94 SB. 30
116.378.8164.7739.50
37.9137.9743.1651.15110.4
147.4188.1254.1233.4224.2
130.7161.8154.4207.0184.1
160.8131.3121.4
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50. DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOW AREA (M 2 ), SEE TABLE 24; }SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 24. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 68.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 68.STREAM POHER IS THE PRODUCt OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF WATER(1000 KG/M3), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
181
TABLE 116.- SUMMARY DATA OF BEOLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION OB98, EAST FORK RIVER, WYOMING, 1980
BEDLOAD-TRANSPORT RATE
DATE
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U.U)
767TIME DISCH4RGEU) ( M 3/S )
1455123613051313
_0953134013591233
12201325111412111437
14241444152413191421
13551350125713301343
122512251110
3.742.613.228.31
16.7
26.29.285.674.743.28
3.223.283.814.51
13.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
DRY MASS(2) (KG/S)
0.069.118.113.307
_1.144
.644
.419
.135
.099
.049
.018
.049
.157
.2911.1682.2181.9352.128
1.2791.119
.8591.1561.157
.952
.463
.692
POHERO)(H/M)
0.421.721.690
1.875
_6.9853.9322.558
.824
.604
.299
.110
.299
.959
1.7777.132
13.54311.81512.994
7.8106.8335.2457.0597.065
5.8132.8274.225
(5)
8.7B27.8987.583
10.078
_8.5808.6048.0129.030
8.3918.3048.7738.063
10.563
10.2638.1978.8089.8238.987
9.6299.0209.773
10.3999.443
10.1178.8959.677
8.4837.3127.12110.200
8.5018.2717.6588.650
8.5038.2978.7258.25810.651
10.1718.7869.4159.2568.320
9.5269.5319.66510.8079.644
10.4319.0609.605
STREAM POHER(7)
(5) (H/M)
43.6027.1735.0292.87
(6) (H/M)
46.7231.6939.7290.66
114.1 68.39 54.72 31.93
34.88 34.59 40.38 51.86
116.2
156.8 227.3 318.8 243.3 211.2
128.3 186.9 155.7 207.6 197.2
178.5 139.5 125.8
116.2 74.01 59.91 34.79
33.97 34.64 40.82 49.44
114.3
159.7 197.8 279.0 274.1 246.5
131.1 167.4 159.2 192.2 189.1
168.0 134.5 127.6
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 25; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 25. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 69.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 69.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/S<), UNIT MASS OF HATER(1000 KG/HJ), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
182
TABLE 117.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0940, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCIHARGE( MJ/S )
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
1445122312501311
_0937133114451231
12101316110912031420
14151412145613481359
13341459123713101323
125811451124
3.742.613.228.3116.7
26.29.285.674.743.28
,22,288151
13.5
19.323.530.62823.5
12.418.717.025.621.4
18.913.712.9
BEDLOAD-TRANSPORT RATE
1) DRY MASS(2) (KG/S)
0.123.127.093.593
1.220.533.169.057
.065
.023
.020
.032
.379
.9921.3901.907,258
2.459
,846,233,590,349,447
L.215 .707 .647
POWER(3) (H/M)
0.751.775.568
3.621
7.4493.2541.032.348
.397
.140
.122
.1952.314
6.0578.48711.64413.78715.015
5.1667.5293.6038.23714.941
7.4194.3173.951
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U g(4)
(5)
8.5227.4347.5038.420
9.4559.9809.4089.463
8.1877.7878.6318.1598.168
8.2988.0338.046,886,384
9.4347.5368.64510.0558.257
8.4898.3087.770
(6)
6.8516.3035.7027.515
9.0178.9847.9847.962
7.0436.8027.2406.6068.058
8.4477.9928.5538.4648.186
9.0288.1998.80510.8679.066
9.4247.8768.387
STREAM POHER(7)
(5) (H/M)
23.1115.8417.2468.69
90.4346.3534.0018.95
19.8721.1122.7526.89107.4
(6) (W/M)
35.7522.0429.8586.24
99.4257.2047.2126.77
26.8427.6832.3241.02110.4
159.9206.2320.1319.7287.1
107.6187.4152.6181.0207.8
187.9110.7135.1
154.3208.4283.3277.5233.6
117.4158.3147.1155.0172.4
152.5123.2115.9
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M'/S) DIVIDED BY MAIN-CHANNEL FLON AREA (M 2), SEE TABLE 26; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 H/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 26, AND WATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS, SEE TABLE 70.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 70.STREAM POWER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S?), UNIT MASS OF WATER(1000 KG/M3), DISCHARGE (M3/S), AND WATER-SURFACE SLOPE (M/M).
183
TABLE 118.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 0985, EAST FORK RIVER, HYOMING, 1980
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.U)
DATE
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
-10-11-12-13-14
-17-18-19-20-21
6-236-256-27
TIME
1440122512511305
__0926132512341240
12101310110311581435
14111433142213161341
13111417114512441253
123712071143
DISCHARGE(l)(M3/S)
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
DRY MASS(2) (KG/S)
0.142.133.166
1.003
1.499* .280 .135 .018
.017
.019
.013
.027
.622
1.8672.4643.4842.2621.883
.3831.069
.450
.7372.714
1.277.739.874
POHERO)(H/M)
0.867.812
1.0146.124
9.153#1.710.824.110
.104
.116
.079
.1653.798
11.40015.04521.27313.81211.498
2.3396.5272.7484.500
16.572
7.7974.5125.337
(5)
10.2459.9708.9837.868
7.7378.0917.6478.493
9.5479.4649.4838.2248.008
385076027257808
7.7266.8627.614
14.0498.584
7.8436.4206.658
9.637 B.961 8.502 8.168
8.3668.5437.8128.912
9.3729.51310.1408.8068.657
7.9406.3246.8077.7487.300
8.8717.4818.40510.4568.408
8.8047.1617.605
STREAM POHER(7)
(6) (H/M)
(5) (H/M)
22.7712.1218.5175.24
25.7315.0020.6769.82
81.48 41.97 33.51 19.80
17.01 18.47 24.31 32.56
107.9
158.2 155.9 254.5 281.8 219.0
115.1 155.2 134.8 56.44
129.0
141.4 118.0 115.9
69.69 37.65 32.11 17.97
17.65 18.28 21.26 28.40 92.35
136.8 195.2 271.2 247.3 190.5
87.31 130.6 110.6 101.9 134.5
112.2 94.81 88.85
DISCHARGE AT SECTION 0000 AT TIME SHONN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M«). SEE TABLE 27; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 27. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 71.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 71.STREAM POHER IS THE PRODUCT Of GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/M*). DISCHARGE (M^/S). AND WATER-SURFACE SLOPE (M/M).BEDLOAD-TRANSPORT RATE IS A THO-SECTION AVERAGE OF GIVEN SECTION AND NEXT DOHNSTREAM SECTION.
184
TABLE 119.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1038, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE!1) (M3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHER(3) (H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U»(4)
(5) (6)
STREAM POHER(7)
(H/M)(6)
(H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
14321145121512531750
1721
131512311147
11391306105911461400
14021355135012141143
13021350111511541211
122012251200
3.742.613.228.31
16.7
26.2.28.67
4.743.28
13.5
19.323.530.628.323.5
12.418.717.025.621.4
0.189.144.170
1.0011.9810
.037
.054
.019
.002
.062
.067
.1331.539
2.5922.6703.3562.1941.987
,381,284,949.353.157
18.913.712.9
1.642.594
1.080
1.154.879
1.0386.112
12.0960
9.^293*
.226
.330
.116
.012
.379
.409
.8129.397
15.82716.30320.49213.39712.133
2.3267.8405.7958.261
13.171
10.0263.6276.594
10.55810.2469.1199.1859.402
9.4486.5977.235
7.9007.8768.7677.1269.052
10.3047.8738.5107.8368.301
7.6139.3609.698
18.92610.716
13.1347.8159.549
10.7139.5729.8259.5149.883
7.5556.4686.595
6.9466.9177.9016.7618.364
8.6077.7607.2696.6976.414
7.0707.3078.081
11.8148.494
9.0857.4427.313
21.6510.5419.2865.65
149.7
195.6
21.0312.0816.6161.20
135.5
218.5
18.34 23.98 11.65
10.08 10.58 12.38 19.42 73.66
90.08 183.8 190.9 173.2 103.4
60.43 67.52 65.52 31.38 72.85
41.59 72.83 45.53
28.68 24.94 14.02
13.04 13.72 15.24 21.57 86.28
129.1 189.2 261.7 237.2 173.2
70.07 110.8 94.38 80.54
116.0
86.93 80.32 77.63
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART Ot TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M-VS) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ). SEE TABLE 28; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 28, AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 72.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 72.STREAM POHER IS THE PRODUCT. OF GRAVITATIONAL ACCELERATION (9.807 M/S'), UNIT MASS OF HATERdooo KG/M-*;. DISCHARGE (M^/s). AND HATER-SURFACE SLOPE <M/M>.BEDLOAD-TRANSPORT RATE IS A THO-SECTION AVERAGE OF GIVEN SECTION AND NEXT UPSTREAM SECTION.
185
TABLE 120.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1077, EAST FORK RIVER, HYOMING, 1980
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U,(4) STREAM POHER(7)
DATE
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-275-28 5*30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
TIME
13501145120212331745
1710 130912161146
11371217100311351400
13551401144012201116
12201511113211501219
112313251250
DISCHARGE! 1)(M3/S)
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.4- 18.717.025.621.4
18.913.712.9
DRY MASS(2)(KG/S)
0.132.104.162
1.1112.134
1.314 .070.078.032
.013
.068
.078
.3222.188
2.5482.4322.8771.0621.119
.4611.3471.1081.6371.061
1.527.611
1.388
POHER(3) (H/M)
0.806.635.989
6.78413.030
8.023- .427.476.195
.079
.415
.4761.966
13.360
15.55814.85017.5676.4856.833
2.8158.2256.7659.9966.478
9.3243.7318.475
(5)
9.60410.8959.6958.7908.516
7.138 9.1627.1537.412
7.9129.36513.02510.9269.584
7.5365.0905.2025.8716.131
11.7398.0529.02710.5467.810
23.3329.44211.462
<6)
9.48810.4958.9667.4037.538
6.495 6.0075.2395.426
5.8356.7357.9366.9817.388
6.8775.4085.6565.7485.393
5.4815.4315.93510.3376.522
7.3635.5175.942
(5) (H/M)
20.4711.1114.2945.99105.1
168.8
(6) (H/M)
20.9811.9716.7164.83134.2
203.8
11.16 12.56 7.33
6.98 6.97 5.76 9.62
56.29
108.5 202.3 296.2 197.7 118.5
14.56 47.79 39.05 65.88 72.24
7.84 27.33 19.82
25.96 23.42 13.69
12.83 13.47 15.51 23.57 94.74
130.3 179.2 250.5 206.2 153.1
66.77 105.0 90.31 68.56
103.6
78.74 80.04 73.77
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M-»/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 29; .SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 29. AND HATER-SURFACE SLOPE <M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 73.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 73.STREAM PONER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
186
TABLE 121.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1120, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE!1) (M3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHERO) (H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U.U)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
13451135115512421730
1654
130012211138
11271207095811281338
13371343142011571100
12071454112011331151
110713451308
3.742.613.228.31
16.7
26.228.6774
3.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
0.111.084.071
1.0232.224
.933
.057
.083
.036
.019
.079
.081
.3722.332
2.219
18, 13.12.9
479196.854.990
.4891.5271.6121.6281.053
1.398.585
1.560
0.678.513.434
6.24613.580
5.697
.348
.507
.220
.116
.482
.4952.27114.239
13.5499.0317.3035.2156.045
2.9869.3249.8439.9416.430
8.5363.5729.525
11.55411.10610.68811.81410.283
10J570
11.93911.17011.690
12.25611.30113.28210.69010.861
9.7258.3688.5169.1179.001
13.54310.25911.03014.88411.011
14.43211.09610.129
10.97811.5579.7719.56910.508
13.10211.61012.584
12.91011.49412.49710.04710.572
10.1568.7869.62910.44610.560
12.59711.40811.34314.91112.002
13.36710.95911.022
17.2811.9613.4942.72137.5
199.7
19.1411.0416.1465.12131.6
168.9
29.76 22.79 14.57
13.08 13.32 13.83 22.48 94.03
141.6 183.7 286.4 229.1 176.8
54.01 126.6 97.06
107.5 127.2
79.5376.61 88.96
24.71 21.09 12.58
11.79 12.88 15.62 25.45 99.23
129.8 166.7 224.0 174.5 128.5
62.42 102.4 91.78
107.1 107.1
92.71 78.54 75.13
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M2 ). SEE TABLE 30; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 30. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 74.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 74.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S 2 ), UNIT MASS OF HATER(1000 KG/M*), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
187
TABLE 122.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1155, EAST FORK RIVER, HYOMING, 1980 ___________ __
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U,(4)BEDLOAD-TRANSPORT RATE
DATE TIME DISCHm(i} DRY MASS(2) (KG/S)
POHERO)(H/M)
(5) (6)
STREAM POHER(7)
(N/M)(6)
(H/M)
5-145-165-195-215-22
5-245-265-275-2B5-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
13411125115212451720
1655
125512061132
11201201094811191345
13351343135512001042
11591438110011161129
105014051324
3.742.613.228.31
16.7
26.29.285.674.743.28
3.22
4.5113.5
19.323.530.628.23.5
12.418.717.025.621.4
0.085.060.087
1.2852.126
.885
.106
.064
.028
.033
.086
.217
.5042.400
2.020.697.460.261.850
,486.212,555,066.330
18. 13.12.9
.9401.2081.475
0.519.366.531
7.84612.981
5.404
.647
.391
.171
.201
.5251.3253.077
14.654
12.3344.2562.8091.5945.190
2.9687.4009.4956.5098.121
5.7407.3769.006
9.6789.3409.5138.992
11.059
13.615
10.6749.4649.808
9.8589.7989.8708.2668.489
9.53510.33711.57913.16110.421
9.9698.8939.808
16.78211.476
10.1428.4829.260
10.79B 10.437 10.089 10.750 12.310
14.090
11.91511.49811.274
11.42510.90711.6689.81210.286
10.67510.36011.07812.39511.503
12.39610.38511.01613.25911.776
11.60210.19910.607
23.3415.0219.42
100.00159.9
164.2
18.7512.0317.2669.96129.1
153.3
34.19 31.15 18.16
19.18 20.02 27.20 41.62
164.2
175.3 153.1 186.8 141.4 157.9
105.2 159.6 137.7 86.57
134.7
155.9 128.2 120.2
27.44 21.10 13.74
14.28 16.16 19.46 29.54
111.8
139.9 152.4 204.1 159.4 129.5
68.06 117.0 109.2 138.7 128.0
119.1 88.65 91.64
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M*/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2), SEE TABLE 31; .SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 31. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL NIDTHS. SEE TABLE 75.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 75.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/SZ), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
188
TABLE 123.- SUMHARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1202, EAST FORK RIVER, HYOHING, 1980
DATE TIME DISCHARGE!1)(M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.U) STREAM POHER(7)
DRY HASS(2) (KG/S)
POHER(3)(H/M)
(5) (6) (5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
13301123114011411658
1630
125212001131
11161150093911201320
13171325125811451025
11441423104310561115
103114251338
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.124.182.100.960
1.780
.660
.070
.049
.027
.281
.140
.314
.4791.701
1.340.527.293.228.779
.4761.1121.337.793
1.826
.6411.5861.091
0.7571.111.611
5.86210.869
41°.30
.427
.299
.165
1.716.855
1.9172.92510.386
8.1823.2181.7891.3924.757
2.9066.7908.1644.84211.150
3.9149.6846.662
10.43911.3658.0507.22510.333
16.036
9.48410.83610.606
11.17710.06610.8647.3028.665
9.12911.40113.67514.18514.193
9.6629.8009.39110.69611.711
9.4599.2168.329
8.4107.3147.2767.4819.522
12.^16
9.3679.0788.677
8.2528.66810.0437.6668.612
9.2549.76611.16111.73711.319
9.5158.9289.52513.10611.083
10.6288.7408.219
13.135.9715.4278.10111.0
20.2314.4218.8872.85130.7
91.37 140.9
30.83 17.39 12.17
10.29 14.62 20.14 36.01
118.9
142.2 100.7 116.1 101.6 80.85
85.12 114.4 127.6 228.3 127.0
181.9 95.89
105.6
31.61 24.78 18.17
18.88 19.72 23.57 32.67
120.4
138.4 137.2 174.4 148.4 127.1
87.79 137.8 124.0 152.0 141.8
144.1 106.6 108.4
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OL TABLE 97. -MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ), SEE TABLE 32; -SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 32. AND HATER-SURFACE SLOPE (H/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 76.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 76.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2), UNIT MASS OF HATER(1000 KG/MJ), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
189
TABLE 124.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1241, EAST FORK RIVER, KYOHING, 1980
BEDLOAD-TRANSPORT RATE
DATE TIME
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
13201110113911321655
1615
120011541129
11151138093511071320
13101307122511301008
11301401102511341051
111714451406
DISCHARGE(l) MJ/S
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.23.5
12.418.717.025.621.4
DRY MASS(2) (KG/S)
0.331.736.306.778
1.594
.279
.223
.216
.446
.235
.448
.5711.620
1.009.508.234.220.612
1.3871.0971.194.868
1.742
POHER(3)(H/M)
2.0214.4941.8684.7509.733
2.705
1.7041.3621.319
2.7231.4352.7353.4879.892
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U.U)
TsT
161102429343
18.913.712.9
.7941.8301.057
3.737
8.4696.6987.2915.30010.637
4.84811.1746.454
8.3187.6928.5107.3489.522
10/796
7.2697.5376.996
9.9079.0158.8757.9778.189
10.0679.0619.70210.03710.658
9.6979.0758.39810.0499.058
9.2488.3528.181
STREAM POHER(7)
(6)
7.059 7.360 9.134 7.212 9.179
10.403
6.297 6.134 5.784
9.653 9.702 9.483 7.911 7.868
8.898 8.218 9.182 9.562 9.253
8.117 8.482 8.518
11.456 9.787
8.629 7.259 8.050
(5) (H/M)
17.82 15.89 23.54 65.93
114.1
122.2
27.59 19.06 15.48
21.47 25.45 29.04 30.60 99.67
101.0 107.5 132.9 125.0 88.68
68.55 119.8 128.2 183.6 163.9
132.4 87.80
108.0
(6) (H/M)
24.75 17.36 20.43 68.45
122.8
131.6
36.77 28.78 22.66
22.61 21.98 25.4331.11
108.0
129.3 130.7 148.4 137.7 117.7
97.83 137.2 124.6 141.3 140.4
152.1 116.2 111.6
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M*/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ), SEE TABLE 33; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 33. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 77.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 77.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S-T), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M 3/S), AND HATER-SURFACE SLOPE (M/M).
190
TABLE 125.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1284, EAST FORK RIVER, HYOHING, 1980
DATE TIME DISCHARGE(l)(M3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHERO)(H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U»(4)
~(5~) (6)
STREAM POHER(7)
CH/M)(6)
(H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
13121105112511251640
1610 115111351115
11101130092511001255
13011319124512261600
12081340105411141151
110013271256
3.742.613.228.31
16.7
26.29.285.674.743.28
3.223.283.814.51
13.5
19.323.530.628.23.5
12.418.717.025.621.4
18.913.712.9
0.592.806.320.420.816
I4.04
.405
.221
.387
.612
.206
.263
.349
.624
.787
.858
.225
.237
.610
1.9581.286
.921
.9031.516
.9032.0421.039
3.6154.9211.9542.5654.982
21467
2.4731.3492.363
3.7371.2581.6062.1313.810
805239374447
3.725
11.9567.8525.6245.5149.257
5.51412.4686.344
9.1868.1597.9187.4338.085
10.545
10.3198.9819.703
8.0008.0718.7997.4417.140
8.7857.8509.5089.8588.722
8.3457.6578.783
13.7349.129
9.8257.3367.635
9.7189.4757.6677.6259.069
11.908
8.7598.974
10.413
9.1487.9768.5326.7167.813
9.0459.241
11.18511.04610.475
9.4838.8048.772
12.63310.073
10.0868.1387.811
34.6329.3822.2862.31
135.1
155.4
30.9421.7923.7659.21
107.3
121.8
32.79 37.43 33.24
36.36 26.31 27.53 26.90
111.3
124.5 172.5 193.3 169.8 171.1
129.3 174.4 121.1 109.9 161.9
149.0 137.6 114.3
45.51 37.48 28.86
27.81 26.94 29.28 33.01 92.97
117.5 124.5 139.7 135.2 118.7
100.2 131.9 121.4 129.9 133.0
141.4 111.8 109.2
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97.MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLON AREA (M?) SEE TABLE 34: SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 H/S2),MEAN DEPTH (M) ABOVE THE ACTIVE-BED NIDTH, SEE TABLE 34. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 78.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 78.STREAM POWER IS THE PRODUCT. OF GRAVITATIONAL ACCELERATION (9.807 M/S2), UNIT MASS OF HATER(1000 KG/MS), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
191
TABLE 126.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1315, EAST FORK RIVER, WYOMING, 1980
DATE TIME
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
DISCHARGE'1)(M3/S)
13111055112111191627
1449
114011431114
10591122091810581300
12311316122012041535
11361225102910501125
103313581320
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.U)
DRY MASS(2) (KG/S)
0.647.690.305.263.626
.708
.455
.361
.477
.357
.174
.173
.256
.719
.988
.994
.292
.492
.712
1.989.953
1.115.715
1.189
1.0081.4331.082
POHERO) (H/M)
3.9514.213.862.606
3.822
4.323
778204913
180062056563
4.390
033069783004
4.347
12.1455.8196.8084.3667.260
6.1558.7506.607
(5)
8.6927.4547.94510.06810.588
11.854
8.8908.4857.666
7.8768.3759.3898.75412.452
11.22310.52711.64510.99911.242
9.1289.97210.69225.27712.710
9.9287.1388.043
(6)
8.5466.6606.3967.1939.166
1^456
9.1408.2437.669
6.9336.7267.2716.4027.692
9.5299.04111.04011.04610.233
9.0768.8059.12213.75910.343
9.8627.5397.649
STREAM
(5) (H/M)
38.2622.80 19.88 28.96 77.02
POHER(7)
(H/M)
39.58 28.56 30.67 56.72 102.8
110.9 118.7
58.17 44.73 36.19
27.20 21.95 22.11 20.43 34.18
84.19 92.95
117.4 133.7 107.7
105.2 107.5 88.78 31.93 86.42
130.1 133.3 101.2
55.03 47.39 36.17
35.11 34.03 36.87 38.19 89.59
116.8 126.0 130.6 132.5 130.0
106.4 137.9 122.0 107.8 130.5
131.9 119.5 111.9
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE. TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ). SEE TABLE 35; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 35, AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 79.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 79.STREAM POHER IS THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S2), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M-Vs), AND HATER-SURFACE SLOPE (M/M).
192
TABLE 127.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1360, EAST FORK RIVER, WYOMING, 1980
DATE TIME DISCHARGE(l)(M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.(4)
DRY MASS(2) (KG/S)
POWER(3)(H/M)
(5) (6)
STREAM POWER(7)
(6) (W/M)
(5) (W/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-25 6-27
12551055111511151615
1450
113211241107
10581115091010501210
12011144120111501504
11221210101310351107
10181435 1355
3.742.613.228.3116.7
26.2
19. 23, 30, 28,
3.28
3.22,28 ,81 ,51
13.5
23.5
12.418.717.025.621.4
18, 13,12.9
0.488.182.135.264.515
.329
.256
.339
.211
.135
.095
.192
.617
1.1631.142.360.696
1.117
1.244.880
1.030.565
1.485
.8971.2061.018
2.9801.111.824
1.6123.145
6.253
2.0091.5632.070
1.288.824.580
1.1723.767
7.1016.9732.1984.2506.820
7.5965.3736.2893.4509.067
5.4777.3646.216
11.56711.18210.70312.61015.737
16.^625
10.74910.09011.282
11.81511.86813.07910.95613.764
13.14713.97616.51016.84415.499
14.17315.14114.96422.99418.496
17.98414.67813.182
11.83411.24910.80311.46513.667
17^65
11.61010.98411.551
11.79812.57213.54011.20212.359
13.34714.09517.69017.84614.742
13.05613.53814.91022.71017.151
16.59512.22512.662
51.6234.5939.0158.8289.55
129.6
49.3234.1838.2871.15118.7
120.2
82.69 73.14 46.56
42.49 47.32 50.27 55.20 87.63
138.9 132.6 135.5 141.7 137.4
105.5 123.4 135.3 111.6 118.9
119.6 93.81
116.7
70.88 61.73 44.42
42.61 42.17 46.90 52.80
108.7
134.7 130.4 118.0 126.2 151.8
124.3 154.3 136.2 114.4 138.3
140.4 135.2 126.5
DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. -MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOW AREA (M 2), SEE TABLE 36; .SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*),MEAN DEPTH (M) ABOVE THE ACTIVE-BED WIDTH. SEE TABLE 36. AND WATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL WIDTHS. SEE TABLE 80.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL WIDTHS, SEE TABLE 80.STREAM POWER IS THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/MS), DISCHARGE (M 3/S), AND WATER-SURFACE SLOPE (M/M).
193
TABLE 128.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1396, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE:i)(MJ/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U*<4) STREAM POHER(7)
DRY MASS(2) (KG/S)
POHER(3) (H/M)
(5) (6) (5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
12451030110711021558
1422
112611281102
10531104090010381158
11451128114411381448
11101158100110211053
100314451410
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.270.073.156.274.612
11207
.221
.340
.176
.146
.131
.111
.292
.798
1.078.714.318.769
1.148
.681
.764
.871
.3271.488
.583
.313
.933
1.649.446.953
1.6733.737
71?70
1.349 2.076 1.075
891800678783873
582360942696
7.010
158665318997086
3.5601.9115.697
9.3119.8038.17110.73016.142
23lZ91
10.720 10.333 10.857
10.8359.643
10.2358.575
10.935
12.53614.25825.08121.37813.966
11.71512.12411.85618.09314.462
15.29410.97110.933
9.96610.9829.564
11.69415.278
19^32
10.69410.40511.302
11.83110.74711.5889.704
12.372
14.13716.21521.42620.01815.051
11.99913.68312.91221.10215.756
15.19411.01911.487
54.7540.0554.1890.91
103.9
47.7931.9139.5576.55
116.0
73.23 109.8
73.55 63.49 46.81
49.27 53.84 62.71 73.85
149.8
177.6 140.0 66.95 90.28
156.9
126.9 182.7 157.2 151.8 153.1
131.2 129.9 133.1
73.90 62.61 43.19
41.32 43.35 48.93 57.66
117.0
139.7 108.2 91.74
103.0 135.1
121.0 143.4 132.5 111.6 129.0
133.0 128.8 120.6
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M2 ), SEE TABLE 37: ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 37. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 81.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 81.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S<>, UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M-VS), AND HATER-SURFACE SLOPE (M/M).
194
TABLE 129.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1425, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE!1)(M^/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHERO) (H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U«(4)
(5) (6)
STREAM POHER(7)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
12401028110010561540
1400
112011101056
10491100085510341150
11501112112611211428
10551143094510041037
094815071425
3.742.613.228.3116.7
26.2,28 ,67 ,74
3.28
3.223.283.814.5113.5
19.323.530.628.323.5
12. 18. 17. 25. 21.
18. 13,12.9
0.159.059.166.314.742
1.291
?226 .218 .134
.169
.131
.119
.271
.854
1.648.893.352.778
1.435
.5931.188.852.619
1.253
.593
.4071.033
0.971.360
1.0141.9174.531
7.883
1.3801.331.818
1.032.800.727
1.6555.215
10.0635.4532.1494.7508.762
3.621254202780651
3.6212.4856.307
11.26910.3629.82910.30112.735
19.517
10.9659.7069.995
10.58811.42611.8288.66610.960
13.51615.84424.10919.13713.210
11.22412.39611.79818.45414.244
14.6439.84710.265
13.21412.07111.40912.36115.600
19.529
12.50511.07711.494
12.16512.82113.65310.16612.346
13.99016.35922.81220.16114.759
12.55213.93413.17621.09116.115
16.36911.82311.812
57.7837.9348.97113.3180.1
119.9
88.4674.9851.44
50.2951.7362.5477.91161.7
162.8118.678.29115.0173.2
150.6185.8170.6160.9170.8
163.2176.6154.2
42.0227.9536.3478.70120.0
119.8
68.0157.5838.89
38.0941.0846.9456.61127.5
151.9111.287.45103.6138.7
120.4147.1136.8123.2133.5
130.6122.5116.5
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OL TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M?/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M2 ), SEE TABLE 38: ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 H/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 38, AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 82.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 82.STREAM POHER IS THE PRODUCT. OF GRAVITATIONAL ACCELERATION (9.807 M/s"), UNIT MASS OF WATER(1000 KG/MS), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
195
TABLE 130.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1481, EAST FORK RIVER, HYOMING, 1980
DATE
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
TIME DISCHARGE(l)(M3/S)
12421020105510471535
1350
110511081052
10421047084510221131
11201024103210371130
10331104091409301004
091615331442
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.(4) STREAM POHER(7)
DRY MASS(2) (KG/S)
0.122.021.123.175.927
1.076
7305.344.112
.209
.087
.135
.243
.763
1.875.812.421
1.0251.418
.6321.466.647.707
1.042
.534
.5531.072
POHERO)(H/M)
0.745.128.751
1.0695.660
6.570
,862,100,684
.276,531,824,484.659
11.4494.9582.5716.2598.658
3.8598.9513.9514.3176.362
3.2613.3776.546
(5)
6.5915.7915.7427.03610.380
16.468
7.3437.0406.453
6.4706.2236.7226.2249.151
11.73515.65318.77522.34215.565
9.37212.76511.34820.51614.269
13.23510.0819.842
(6)
5.757951
4.9366.8279.994
16.414
772326.9446.109
6.1005.8936.3135.9608.940
10.72813.22119.08117.88912.888
9.02810.99710.42416.60212.826
12.7009.4088.749
(5) (H/M)
30.6519.1725.9174.03118.5
120.2
(6) (H/M)
40.1626.2235.0778.63127.9
121.0
58.41 48.01 30.38
29.44 31.95 36.18 46.48
125.2
131.4 87.37 95.34 72.44 99.47
113.1 115.8 117.6 92.16
112.4
122.1 105.5 91.83
60.21 49.34 33.89
33.12 35.63 41.02 50.69
131.2
157.2 122.5 92.31
113.0 145.1
121.8 156.0 139.4 140.7 139.1
132.6 121.1 116.2
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OF TABLE 97. 9MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (Mz), SEE TABLE 39; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 39. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 83.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 83.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2), UNIT MASS OF HATER(1000 KG/M3 ), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
196
TABLE 131.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1533, EAST FORK RIVER, HYOHING, 1980
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.(4)
DATE
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
TIME
12201014104510471515
1340 110510581046
10381037083510121130
11201006101010151050
10161043090009150947
090415551425
DISCHARGE! 1)(M3/S)
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
DRY HASS(2) (KG/S)
0.045.013.066.144
1.587
1.160 .384.260.169
.107
.075
.111
.115
.877
1.902.822.937
1.3381.815
1.2671.698.670
1.2251.113
.633
.8031.197
POHER(3)(H/M)
0.275.079.403.879
9.690
7.083 2.3451.5881.032
.653
.458
.678
.7025.355
11.6145.0195.7218.17011.082
7.73610.3684.0917.4806.796
3.8654.9037.309
(5)
8.3798.1848.1889.531
12.967
12.951
8.1027.4457.710
8.4977.1968.9537.6949.230
10.29114.02418.84216.69012.717
9.52611.00610.62316.86413.107
12.48910.1799.568
(6)
5.7175.3845.5027.3629.762
14.620- 6.9506.1926.497
7.0746.2427.5906.3438.259
9.83912.30617.63915.70511.903
8.44810.0079.27913.80211.412
10.8478.2898.088
(5) (H/H)
16.859.9913.7643.5778.71
166.5
37.3328.4519.44
18.4221.2122.9927.5599.56
147.4104.897.44116.1133.5
91.08132.3111.4121.6118.4
109.979.5980.04
STREAM POHER(7)
(6) (H/M)
36.1923.0730.4773.01138.9
130.6
50?73 41.13 27.38
26.5728.1831.9840.53124.4
161.2136.1111.2131.1152.4
115.8160.1146.1181.6156.2
145.7120.0112.0
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50. DATA TAKEN FROM TOP PART OF TABLE 97. DATA TAKEN FROM BOTTOM PART OE TABLE 97.
*3MEAN VELOCITY IS DISCHARGE (M*/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*). SEE TABLE 40; SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*), MEAN DEPTH (M) ABOVE THE ACTIVE-BED WIDTH, SEE TABLE 40. AND HATER-SURFACE SLOPE (M/M). SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 84. SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTH&, SEE TABLE 84. STREAM POHER IS THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S2), UNIT MASS OF HATER (1000 KG/MJ), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
197
TABLE 132.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1573, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE(1)(MJ/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2)(KG/S)
POHER(3)(H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U.(4)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
12221010104210391514
1321
105210571043
10331026082610161110
11050951095409531008
10001023084909040933
085116161447
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.6 28.23.5
12.418.717.025.621.4
18.913.712.9
0.075.014.065.325
1.767
1^09
.348
.385
.116
.121
.064
.096
.216
.902
2.071.961
1.0201.2981.684
713438553007075
0.458.085.397
1.98410.789
6.161
2.1252.351.708
.739
.391,586.319.508
.655
.6561.053
12.6465.8686.2287.92610.283
10.4608.7803.3776.1496.564
3.9994.0066.430
7.0566.6326.4999.81011.899
20.477
9.6029.8029.323
9.4088.6289.8608.81510.278
12.04612.80620.46416.04612.638
10.19611.14410.68215.91313.056
14.12910.0939.231
8.8218.5168.2959.82912.070
17^87
9.4419.2789.888
9.8598.80910.0708.28410.365
12.16413.96318.79017.46113.427
10.82611.73510.93815.51012.961
12.82610.36610.291
49.1232.5742.5167.36149.0
102.4
124.5185.5158.0206.0165.9
130.4122.1134.3
31.4319.7526.0967.10144.8
147.0
42.0331.6024.51
22.7323.0625.5229.66
122.9
166.2181.3116.8181.5186.5
43.4735.2621.79
20.7022.1224.4733.58
120.9
163.0152.5138.5153.3165.2
110.4167.3150.7216.8168.4
158.2115.8108.1
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 41; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 41. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 85.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 85.STREAM POHER IS THE PRODUCT. OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/MJ), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
198
TABLE 133.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1610, EAST FORK RIVER, WYOMING, 1980
DATE TIME DISCHARGE!1)(M.3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
PONER(3)(H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U,(4)
(5) (6)
STREAM POHER(7)
(6) (H/M)(H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
11551005103510301454
1318 104810421013
10231008080709581110
10570932092509290939
09451000083108510915
083616351504
3.742.613.228.3116.7
26.2
3.28
3.223.283.814.5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.113.033.103.387
1.696
1^35
.339
.316
.133
.076
.080
.034
.2241.331
1.657.837
1.206.957
1.433
L.898 L.318 .900
L.071 ..252
.824
.711
.964
0.690.201.629
2.36310.356
9.373
2.0701.929.812
.464
.488
.2081.3688.127
10.1185.1117.3645.8438.750
11.5898.0485.4956.5407.645
5.0314.3415.886
6.5637.0625.9118.80710.236
9.9509.12710.308
10.90010.07711.1929.0559.299
10.94512.19217.32515.96312.738
10.11310.8049.84611.30810.766
10.6229.3089.213
7.6528.1646.9879.94212.073
16^18
9.6389.2109.924
11.11810.03810.7679.3819.818
12.08713.80319.33016.54513.023
10.61411.97811.25013.78912.644
12.35510.39210.155
40.8925.3234.1782.99
203.1
138.4
30.0718.9424.4565.12146.0
168.0
39.11 33.98 18.35
19.09 19.52 19.99 32.30
131.4
205.1 222.6 189.1 189.9 192.7
117.2 209.1 202.4 371.4 253.8
230.0 143.0 133.1
41.68 33.36 19.80
18.35 19.67 21.60 30.08
117.8
168.2 173.7 151.9 176.8 184.3
106.4 170.1 155.1 249.7 184.0
170.0 114.8 109.6
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART Ofc TABLE 97. *MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ), SEE TABLE 42;SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 42, AND HAT R-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 86.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 86.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*7, UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
199
TABLE 134.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1662, EAST FORK RIVER, HYOMING, 1980
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.U)
DATE TIME DISCHARGE!1)(M3/S)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
11540954102510241449
1258
103210391005
10231003080110001047
10381146120611070921
11121142100510341030
100815201502
3.742.613.228.3116.7
26.29.285.674.743.28
3.22
13.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
DRY MASS(2) (KG/S)
0.181.061.110.844
1.602
.214
.360
.074
.066
.068
.035
.259
.538
1.9091.1161.041.866
1.821
1.4001.1101.8901.7141.608
1.194.769.874
POWER(3)(W/M)
1.105.372.672
5.1539.782
1^949
1.3072.198.452
.403
.415
.2141.5819.391
11.6566.8146.3565.28811.119
8.5486.77811.54010.4669.818
,291696
(5)
4.8694.8324.6345.2345.865
7J.10
4.2143.6303.809
3.8013.874
705371
5.337
5.366
6.0896.7548.2197.6996.006
5.6725.4435.2996.0456.251
5.4415.2325.622
(6)
3.5593.1433.2904.9455.932
7.790
3.9633.4803.285
3.2763.3894.1183.4365.291
5.6505.9778.3307.4476.213
5.2485.725
200803224
5.9745.2945.264
STREAM POHER(7)
(5) (W/M)
14.717.36
11.4361.73157.0
222.9
(6) (H/M)
27.5417.4022.6869.14153.5
185.7
36.40 30.20 13.86
13.35 13.94 15.30 30.53
113.9
150.9 155.8 190.0 187.4 206.5
89.59 184.8 150.3 319.5 186.8
199.4 116.5 92.15
41.16 32.86 18.64
17.96 18.21 19.97 29.40
117.1
175.2 199.0 184.9 200.3 192.9
104.7 167.0 156.1 252.3 188.4
165.4 113.8 105.1
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 43; -SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S<),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH. SEE TABLE 43. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 87.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 87.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/S*), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M?/S), AND HATER-SURFACE SLOPE (M/M).
200
TABLE 135.- SUHHARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1695, EAST FORK RIVER, HYOHING, 1980
DATE TIME DISCHARGE!1)(M3/S)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
PONERO)(H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U,(4)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
11330950102010181431
1220
102810281005
10181000075709481055
10501128113410500938
10581119094810141012
095015401523
3.742.613.228.3116.7
26.29.285.674.743.28
13.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.171.063.124.871
1.479
2.069
7254.196.066
.024
.048
.022
.2361.390
238802085988940
1.0331.4812.3122.3731.557
1.239.878.974
1.044.385.757
5.3189.031
12.633
1.5511.197.403
.147
.293
.1341.4418.487
7.55911.0036.6256.03311.846
6.3079.04314.11714.4909.507
7.5655.3615.947
10.85212.31512.1089.69511.072
12.957
9.3959.56911.980
13.61812.42112.99210.62010.065
10.13111.21717.70613.96511.913
9.99712.03211.78815.72012.593
11.99010.21910.344
9.86712.0999.5678.8109.380
13.759
11.18810.75913.798
14.80514.16115.32610.3929.828
9.83510.86315.07113.92112.581
10.22710.01010.45312.29810.611
10.6649.4729.859
18.4212.7211.7156.97106.7
222.6
22.2713.1818.7669.00148.7
197.5
54.05 38.66 22.90
19.96 22.3225.98 27.05
104.5
159.4 184.3 136.0 200.1 207.1
100.4 106.5 113.1 136.4 126.7
126.2 93.75 89.75
38.12 30.58 17.27
16.89 17.17 18.67 28.25
109.6
169.1 196.4 187.7 201.4 185.7
95.89 153.9 143.9 222.9 178.5
159.6 109.1 98.79
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE. TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M*/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ), SEE TABLE 44; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 44. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 88.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 88.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/S?), UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
201
TABLE 136.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1730, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE*1)(M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U»(4)
DRY MASS(2) (KG/S)
POHERO)(H/M)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
11320941101110141422
1155
101610240959
10160944073709401032
1035'1107111310340904
10451110093209580955
093415451543
3.742.613.228.31
16.7
26.29.285.674.743.28
13.5
19.323.5302823.5
12.418.717.025.621.4
18.913.712.9
0.141.108.281
1.0041.751
2.263
.119
.075
.015
.014
.059
.059
.270
.980
1.9352.6451.5521.0682.238
.7411.3502.5322.7681.568
1.306.878.873
0.861.659
1.7166.130
10.692
13.818
7?27 .458 .092
.085
.360
.3601.6495.984
11.81516.1509.4776.52113.665
4.5258.24315.46016.9019.574
974361
5.331
10.4159.7858.8278.80711.081
12^279
9.6659.95210.097
9.95510.00411.96810.03210.032
9.6389.49011.86112.43712.215
9.70711.1729.48915.12211.036
14.08811.02311.076
9.6479.9629.0859.76611.017
12.821
9.3299.0029.460
9.7659.50311.0679.2769.868
10.75911.58514.68613.56611.485
9.64610.6329.76813.38810.907
10.9609.4199.659
14.8110.1014.6075.64124.5
216.0
17.269.7413.7861.52125.9
198.1
31.5522.14 14.38
15.15 14.35 15.01 21.33 93.81
183.8 262.6 263.5217.7 146.4
82.91 116.5 127.7 126.6 141.1
79.63 70.27 64.99
33.86 27.06 16.38
15.75 15.90 17.55 24.95 96.97
147.5 176.2 171.8 183.0 165.6
83.97 128.6 120.5 161.5 144.5
131.6 96.24 85.46
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OF, TABLE 97. ,MEAN VELOCITY IS DISCHARGE (MS/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 45; .SHEAR VELOCITY IS THE SQUARE «OOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.B07 M/S*),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 45. AND HATER-SURFACE SLOPE (M/M).SLOPE 4JSED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 89.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 89.STREAM POHER IS THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S*) r UNIT MASS OF HATER(1000 KG/M3), DISCHARGE (M^/S), AND HATER-SURFACE SLOPE (M/M).
202
TABLE 137.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1766, EAST FORK RIVER, WYOMING, 1980
DATE TIME DISCHARGE!1) (M3/S)
BEDLOAD-TRANSPORT RATERATIO OF MEAN VELOCITY
TO SHEAR VELOCITY, U/U.U)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-145-165-195-215-22
5-245-265-275-285-30
6-016-036-056-076-09
6-106-116-126-136-14
6-176-186-196-206-21
6-236-256-27
11100937100510001405
1139 100410070948
10050931073209311030
10221046104510160915
10301050091009430938
091716051535
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19. 23. 30. 28,23.5
12.418.717.025.621.4
0.172.269.280.576
1.168
1.774
.216
.163
.024
.095
.068
.108
.301
.605
1.8863.1031.6591.0561.337
,702,628.642,080,173
,050,643,710
18.913.712.9
344113.904
3.5177.132
101?32
1.319.995.147
.580
.415
.6591.8383.694
11.51618.94710.1306.4488.164
4.2869.94110.02612.7007.162
8.2066.7965.520
7.37811.9649.4816.6366.610
8^291
6.8836.1065.891
5.3768.63110.5506.9326.128
6.9078.0269.9498.8707.935
5.9526.0416.1448.9246.562
6.8645.4855.713
16.395.B315.5076.41158.3
19^4
20.3620.0713.52
15.4213.5214.0624.38112.0
148.6148.5169.2178.8143.9
85.70155.1134.3156.7169.0
141.8121.7104.4
DISCHARGE AT SECTION 0000 AT TIME SHOWN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE. TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M^/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ), SEE TABLE 46;SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*>,MEAN DEPTH (M) ABOVE THE ACTIVE-BED WIDTH, SEE TABLE 46. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 90.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 90.STREAM POWER IS THE PRODUCT, OF GRAVITATIONAL ACCELERATION (9.807 M/S2), UNIT MASS OF WATER(1000 KG/M3), DISCHARGE (M-VS), AND HATER-SURFACE SLOPE (M/M).
203
TABLE 138.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1800, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE(1)(M3/S)
BEDLOAD-TRANSPORT RATE
DRY HASS(2) (KG/S)
POHER<3)(H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U.(4)
(5) (6)
STREAM POHER(7)
(5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
11100925094509531339
1102
095109520946
10050927072909251008
10061015101609520845
10131025085509160919
085916201547
3.742.613.228.31
16.7
26.29.285.674.743.28
3.223.283.81
5113.5
19.323.530.628.323.5
12.418.717.025.621.4
18.913.712.9
0.214.282.256.371
1.082
2J.46
.211
.201
.038
.099
.067
.109
.179
.656
,307,722,563,265
2.3802.0621.823
.7671.115
.5701.2691.5931.8411.481
..711 L.525.884
6.607
1.2881.227
.232
.604
.409
.6661.0934.006
14.53212.59111.1314.6836.808
3.4807.7499.727
11.2419.043
10.4479.3125.398
9.99111.63110.85412.25712.676
15JJ11
12.80610.70513.564
13.56112.13912.7688.956
12.846
16.86715.29544.55518.05412.626
12.32513.52812.91631.81213.381
11.7098.953
10.617
26.1414.21 14.16 26.6765.95
84.07
23.09 25.67 17.36 13.61 12.85 16.87 20.11 43.3242.87 69.62 15.09 76.85 98.6252.04 64.63 54.55 25.28 79.25
107.391.3173.24
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97.MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M*), SEE TABLE 47; .SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S*),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 47. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS. SEE TABLE 91.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 91.STREAM POHER IS THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2), UNIT MASS OF HATER(1000 KG/MS), DISCHARGE (M3/S), AND HATER-SURFACE SLOPE (M/M).
204
TABLE 139.- SUMMARY DATA OF BEDLOAD TRANSPORT AND RIVER HYDRAULICS, SECTION 1830, EAST FORK RIVER, HYOMING, 1980
DATE TIME DISCHARGE)1)
BEDLOAD-TRANSPORT RATE
DRY MASS(2) (KG/S)
POHERO) (H/M)
RATIO OF MEAN VELOCITY TO SHEAR VELOCITY, U/U.U) STREAM POHER(7)
(5) (6) (5) (H/M)
(6) (H/M)
5-14 5-16 5-19 5-21 5-22
5-24 5-26 5-27 5-285-30
6-01 6-03 6-05 6-07 6-09
6-10 6-11 6-12 6-13 6-14
6-17 6-18 6-19 6-20 6-21
6-23 6-25 6-27
10360925093509531313
1025
095509580944
10050923072609181000
09510945094009280851
09531008083509100907
085316471614
3.742.613.228.3116.7
26.29.285.674.743.28
3.223.283.814.5113.5
19.323.530.62823.5
12.418.717.025.621.4
12.9
0.2760.3130.0880.2080.8390
1.8220
.2830
.2840
.0540
.1320
.0230
.0870
.1310
.7420
2.12401.72001.4670.7630.8260
.56201.35801.37601.77001.4960
1.93801.8210.9390
1.68501.9110.5370
1.27005.1230
11.1250
1.72801.7340.3300
.8060
.1400
.5310
.80004.5310
12.969010.50208.95804.65905.0440
3.43208.29208.402010.80809.1350
11.833011.11905.7340
DISCHARGE AT SECTION 0000 AT TIME SHOHN IN TABLE 50.DATA TAKEN FROM TOP PART OF TABLE 97.DATA TAKEN FROM BOTTOM PART OE TABLE 97. ,MEAN VELOCITY IS DISCHARGE (M3/S) DIVIDED BY MAIN-CHANNEL FLOH AREA (M 2 ), SEE TABLE 48; ,SHEAR VELOCITY IS THE SQUARE ROOT OF THE PRODUCT OF GRAVITATIONAL ACCELERATION (9.807 M/S2 ),MEAN DEPTH (M) ABOVE THE ACTIVE-BED HIDTH, SEE TABLE 48. AND HATER-SURFACE SLOPE (M/M).SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 5 CHANNEL HIDTHS, SEE TABLE 92.SLOPE USED IN COMPUTATIONS IS OVER A REACH LENGTH EQUIVALENT TO 15 CHANNEL HIDTHS, SEE TABLE 92.STREAM POHER IS THE PRODUCI OF GRAVITATIONAL ACCELERATION (9.807 M/SZ), UNIT MASS OF HATER(1000 KG/MS), DISCHARGE (M-VS), AND HATER-SURFACE SLOPE (M/M).V ±\f\sv t\\jf nw i i LSI *Jwnnnwt. \ n / o I nnix nn i L.r\ **wi\i nwt ^l_vr b. \ n/ n /
0 BEDLOAD-TRANSPORT RATE IS A THO-SECTION AVERAGE OF GIVEN SECTION AND NEXT DOHNSTREAM SECTION.
205
TABLE 140.- SUMHARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0043, EAST FORK RIVER, HYOHING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1) 5-306- 16- 3(2) 6- 5(2)6- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276 00 / i ^
0.59
29.532.52B.515.5
25.526.032.7
17.539.2_25.2
28.536.217.0IB. 722.2
28.230.7
26.742.5
27.228.017.5
30.0
20.521.5
-29 ( 1 )
(1) NO SAMPLE(2) SIZE DATA
0.70
62.059.751.745.7
57.551.756.7
44.574.5 49.7
53.764.241.242.742.7
53.259.7
56.575.0
55.755.744.5
57.2
37.747.5
0.84
78.078.067.269.5
74.771.276.7
68.788.7
68.5
70.279.062.762.756.5
69.576.2
74.589.2
75.770.262.7
75.7
49.764.7
FINER,
1.00
90.289.780.785.5
86.079.787.5
83.596.5
80.7
86.091.578.775.568.7
83.585.2
86.595.7
85.280.777.2
87.0
67.778.0
BY NUMBER OF
1.18
95.296.089.594.2
94.788.792.2
92.098.5
88.0
93.595.088.585.077.0
89.593.0 92.298.7
93.089.086.2 94.2
79.586.7
1.41
98.598.093.596."2
97.792.297.5
98.099.0
94.0
95.797.095.090.785.5
94.594.7
96.299.2
95.792.792.2 98.0
87.293.0
PARTICLES, AT
1.68
99.599.295.797.2
98.795.098.2
99.799.5
96.7
97.798.796.795.093.0
97.297.2 96.799.7
98.096.096.0 99.2
91.595.5
2.00
99.710097.599.5
98.797.799.5
10099.5
98.5
99.099.298.796.297.5
98.798.0 98.2100
99.098.597.7 99.5
95.598.5
GIVEN DIAMETER
2.82
100 10099.7
99.2100100
100
99.0
99.710099.799.299.7
99.299.5 99.7
99.799.799.7 99.7
98.799.7
4.00
-
99.7
100
100
100
10099.2100
99.7100
100
99.799.7100- 100
10099.7
IN MILLIMETERS
5.65 8.00 10.3 16.0
_ __ _ _ .
100
_ __ . __ . .
_______
_ _ __ _. . _ _ .
100
100 _ _
_ . __ __ __ __
100 100__ - .
_ _ _ _100
COLLECTED AT THIS SECTION.NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
206
TABLE 141.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0075, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5_Oi_£o5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-27 t-oor 1 \
0.59
24.030.726.723.7
33.2 30.230.217.5
26.232.222.522.722.7
27.022.734.529.531.5
26.731.2
30.528.5
36.028.515.5
28.7
36.038.5
0.70
48.258.250.754.5
72.2 55.253.049.2
61.553.753.543.250.0
53.545.256.551.060.2
51.055.0
56.055.0
63.058.741.0
52.0
64.063.2
0.84
66.076.26B.O74.2
91.069.269.072.2
81.571.571.765.271.7
69.564.273.766.577.0
71.273.0
74.075.0
80.574.264.2
66.2
76.779.7
FINER,
1.00
79.2B6.578.789.2
Q£ 770 . r76.281.087.0
92.779.082.580.286.5
81.275.582.078.086.7
80.783.7
85.286.5
89.085.580.2- 77.0
84.088.2
BY NUMBER OF
1.18
87.091.788.795.7
OB n7O U85.786.296.5
98.085.288.786.592.2
88.283.087.583.292.5
89.290.7
90.292.2
96.292.588.7 83.5
91.593.2
1.41
92.096.293.797.2
99.5 90.092.299.7
99.288.791.294.796.0
92.090.592.790.294.0
92.095.0
93.596.2
97.296.795.2
88.7
94.596.0
PARTICLES, AT
1.68
95.297.596.298.2
100 93.796.0100
99.792.594.799.597.5
94.793.595.594.097.0
94.796.5
96.298.0
98.598.797.5
92.2
96.597.5
2.00
97.298.298.599.0
--
95.798.0
10095.296.799.598.2
97.796.597.796.299.2
96.797.7
97.599.0
99.210098.7
95.5
97.798.7
GIVEN DIAMETER
2.B2
99.299.799.799.0
98.599.7
99.098.5
10099.5
99.299.299.598.599.5
98.299.7
98.799.7
99.7- 99.7
98.5
98.599.7
4.00
100100100100
99.2100
10099.7 99.7
10010010099.5100
99.0100
99.7100
99.7 100
99.2
99.0100
IN MILLIMETERS
5.65
100
_
99.7 100
100
99.7
100
99.7
99.5
99.2
8.00 10.3 16.0
_ . .
______
_ __ _ _
__ __ .
100
__ __ _ _
99.7 100
100 __ . _ _ _
100
99.5 99.7 100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
207
TABLE 142.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0137, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-30- 1- 3- 5- 7
- 9-10-11-12-13
-14-15 -16(1)-17-18
-19-20-21-22(1)-23
-25-27- JOI 1 \
0.59
16.032.548.034.5
_11.512.525.5
24.527.526.540.229.7
42.224.228.226.521.0
21.525.0
24.726.0
19.219.523.2
19.5
13.727.5
0.70
35.558.775.760.5
_31.730.549.5
46.757.050.767.059.7
69.249.255.055.543.5
42.744.5
50.053.7
46.546.249.7 44.0
31.251.7
0.84
52.780.288.780.0
_49.547.766.0
65.773.071.084.278.5
85.572.774.073.759.7
65.560.5
66.274.7
64.069.069.2 63.7
46.767.2
FINER,
1.00
66.290.595.791.5
_67.271.777.0
79.587.581.796.287.2
93.088.585.585.074.0
76.772.2
78.585.0
77.582.080.5 75.5
60.283.0
BY NUMBER OF PARTICLES, AT
1.18
77.295.797.297.0
_B1.783.586.2
86.793.291.099.294.5
97.293.292.291.780.5
85.281.5
88.290.0
86.789.589.7 82.0
72.789.7
1.41
86.097.597.598.0
_88.290.092.0
92.095.796.510096.5
98.596.795.295.788.0
91.089.2
93.094.2
91.794.596.5
87.7
81.793.7
1.68
93.798.298.099.0
_91.794.796.0
95.098.099.2
97.7
99.298.297.098.590.7
96.792.5
96.797.2
95.096.597.5
92.5
90.296.0
2.00
97.098.798.799.2
_96.797.297.7
97.298.299.7
98.0
99.798.798.798.594.0
98.095.7
98.598.7
98.298.099.0 96.0
95.797.7
GIVEN DIAMETER
2.82
10099.799.5100
_10099.7100
99.5100100
99.2
99.710099.599.797.7
99.598.5
99.799.5
99.799.799.5
99.2
99.299.5
4.00
100100
_
100
99.7
99.5
100
99.599.799.2
10099.7
100100
10099.7100
100
100100
IN MILLIMETERS
5.65 8.00 10.3 16.0
__ __ __. . __ ____ _ _
_ _ _ ___ . __ . _ __ _ __ __
100 __ . . __ __ __ __. .
99.7 100 __ __
99.7 100 100 99.5 99.7 99.7 100_ _ __
100_
_ _ _ 100 __ _
_ _ _ _
(1) NO SAMPLE COLLECTED AT THIS SECTION.
208
TABLE 143.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0178, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE 0.59
5-14 25.7 5-16 26.0 5-19 47.7 5-21 35.05-22(1)5-24(1) 5-26 12.5 5-27 23.0 5-28 27.55-29(1)
5-30 17.5 6- 1 18.06- 3(2) 6- 5 33.2 6- 7 18.7
6- 9 30.0 6-10 18.7 -11 24.5 -12 26.5 -13 37.0
-14 26.0 -15 29.7-16(1) -17 27.5 -18 34.5
-19 28.2 -20 24.2 -21 18.5-22(1) -23 21.7
-25 30.5 -27 27.0&7 V X /
1) NO SAMPLE 2) SIZE DATA
0.70
47.5 47.7 77.0 71.0
32.7 44.0 58.7
43.7 37.2
57.2 42.2
61.2 44.7 41.2 49.2 66.2
51.2 52.2
52.7 61.0
56.5 50.5 39.0
41.0
53.255.0
0.84
71.0 69.2 90.0 88.0
50.5 61.5 75.7
63.2 53.2
76.2 66.2
81.2 64.2 63.5 69.7 82.0
69.2 72.0
69.7 80.7
73.7 69.7 60.0
59.5
73.5 71.5
FINER,
1.00
84.2 76.0 97.0 95.5
64.5 74.7 87.0
76.0 66.0
87.7 86.2
90.5 78.0 77.2 79.2 90.5
82.5 82.0
82.7 91.0
86.2 82.2 76.7
72.2
85.281.0
BY NUMBER OF PARTICLES, AT
1.18
91.2 81.5 98.0 98.0
76.7 82.7 90.2
84.0 74.2
92.2 95.7
95.587.2 86.2 85.0 97.0
88.5 88.5
91.2 96.5
92.2 91.7 84.7
82.5
92.7 87.2
1.41
93.7 88.2 98.598.0
83.7 91.2 94.5
88.0 82.2
96.5 98.7
97.2 93.7 91.7 90.0 99.0
92.2 93.5
94.7 98.2
95.5 96.2 92.0
89.0
97.5 92.0
COLLECTED AT THIS SECTION. NOT DETERMINED FOR SAMPLE COLLECTED
1.68
96.2 92.7 99.0 98.0
90.5 95.7 96.5
92.2 90.2
99.2 99.7
99.0 96.0 95.7 94.7 99.0
96.5 97.2
97.2 99.2
97.5 98.0 96.5
93.5
98.5 95.7
AT THIS
2.00
98.0 95.7 99.0 98.2
93.0 97.7 98.2
95.5 94.2
99.5 99.7
99.0 97.5 98.2 97.0 99.7
98.5 99.2
98.5 99.7
98.7 98.7 98.2
96.7
99.7 97.5
GIVEN DIAMETER
2.82
99.2 96.5 99.5 99.0
97.5 100 99.7
99.0 99.2
100 100
99.7 98.2 99.5 99.5 99.7
99.0 99.5
99.5 99.7
99.7 99.2 100
99.0
99.7 99.5
4.00
99.5 99.5 99.5
100
99.0
100
100 100
100 99.7
100 100 100
99.5100
99.7 100
100 100
100
99.7 99.7
IN MILLIMETERS
5.65
99.7 100 100
99.5
99.7
100
100
100 99.7
8.00 10.3 16. (
99.7 100
100
99.7 100
100
SECTION.
209
TABLE 144.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0220, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-27 £.-->a/ 1 \
0.59
28.724.732.52B.2
14.7 26.031.7
15.721.032.734.212.7
17.522.222.728.530.0
30.232.7
31.032.2
17.218.717.2
18.0
22.730.2
0.70
49.057.059.763.5
38.2 48.555.5
35.042.563.065.232.7
44.751.745.750.757.2
56.065.0
5B.O63.0
39.242.538.0
47.5
41.556.5
0.84
67.274.277.778.7
57.2 71.572.5
55.258.577.285.255.5
67.272.266.265.071.2
74.280.7
76.279.0
55.260.758.7
68.7
62.070.7
FINER,
1.00
77.287.289.591.7
68.2 86.583.7
71.071.789.594.076.0
80.784.078.075.781.2
82.291.0
86.790.2
68.775.273.5
83.0
76.082.0
BY NUMBER OF
1.18
83.593.294.097.0
79.2 91.292.0
81.780.295.097.287.5
88.292.086.581.789.5
89.294.5
92.795.0
78.785.585.2
90.7
85.790.2
1.41
89.096.295.798.7
87.7 97.095.5
88.287.597.798.595.0
93.595.092.088.793.5
94.097.5
96.796.2
86.792.793.0
95.7
92.095.5
PARTICLES, AT
1.68
91.798.297.799.5
93.7 99.096.5
91.091.599.510098.0
97.297.595.792.597.2
97.298.0
98.598.5
94.095.597.2
97.2
94.297.0
2.00
93.599.098.299.7
95.5 99.298.5
94.596.0100 98.7
98.798.798.594.798.5
99.099.0
99.799.5
97.598.298.2
98.7
97.299.0
GIVEN DIAMETER
2.82
96.010010099.7
100 99.799.5
98.098.7 -
99.2
10099.799.798.099.5
99.799.5
99.799.5
99.299.799.7
100
100100
4.00
99.7
99.7
99.799.7
99.299.7
99.5__
10010099.0100
100100
10099.7
10010099.7
IN MILLIMETERS
5.65 8.00 10.3 16.0
100 __
100
100100 _____
99.5 100 100 __
100 _ _ . _
99.2 99.7 100
__ _ _ _
99.7 100_
99.7 100________
(1) NO SAMPLE COLLECTED AT THIS SECTION.
210
TABLE 145.- SUHHARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0257, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1) 5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23(2)6-256-276-29(1)
;i) NO
0.59
32.542.023.713.0
_29.518.027.0
4.230.723.023.723.0
20.821.534.036.439.3
33.216.419.719.023.7
23.023.715.4
22.322.1
SAMPLE[2) SIZE DATA
0.70
58.766.550.540.0
_64.742.552.2
19.059.047.052.750.0
42.942.658.765.664.4
59.539.046.541.552.9
49.749.437.2
49.846.1~
0.84
76.583.272.561.7
_B3.764.771.7
39.578.264.773.070.5
61.263.173.780.978.7
77.858.168.759.274.1
72.573.156.1
69.463.6"
FINER,
1.00
85.789.286.780.0
_94.078.281.5
59.590.779.785.784.5
76.679.181.289.986.6
86.773.784.575.585.7
85.782.770.4
78.973.6
BY NUMBER OF PARTICLES. AT GIVEN DIAMETER
1.18
90.793.292.791.5
_97.086.791.7
76.795.791.292.094.2
83.286.886.794.691.0
91.685.489.584.791.2
93.290.579.9
87.780.0
1.41
93.596.597.296.5
_97.295.595.5
86.098.794.797.296.7
90.391.791.096.994.2
94.891.694.591.096.1
95.693.988.5
91.086.2"
1.68
96.798.299.298.0
_99.297.098.0
93.099.098.098.798.7
95.894.694.598.496.4
96.795.798.595.298.6
97.697.394.0
94.891.1
2.00
98.299.599.599.7
_99.798.599.0
97.599.599.210099.2
97.297.096.599.198.0
97.696.799.597.599.5
99.099.095.2
98.595.6
2.82
99.0100100100
_99.7100100
99.510099.7
99.5
99.398.998.710099.1
99.499.210099.7100
10099.898.4
10098.6"
4.00
99.7
_100
100
100
100
99.899.499.5
99.4
99.899.4
100
_100100
_99.8
IN MILLIMETERS
5.65 8.00 10.3 16.0
100 .
_ _ _ _ . - __ . _
. .
100 _____100 99.7 100 --
99.8 100
99.8 99.8 10099.8 99.8 100
_ _ _ _ . _
_ _ _ _100
COLLECTED AT THIS SECTION.NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
211
TABLE 146.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0301, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-1*5-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 9fc-10fc-116-126-13
6-146-156-166-176-18
6-196-206-21 6-99 i 1 }
££. \ 1 16-23
6-256-27C.-OO 1 1 \
0.59
37.540.724.217.5
_27.220.29.519.5
19.221.025.229.215.0
23.222.936.736.639.9
28.626.415.215.234.2
21.622.819.6
31.7
27.526.9
0.70
60.571.051.043.5
_54.745.720.241.0
50.244.056.761.743.7
50.949.963.064.966.0
61.151.935.531.764.1
47.447.140.6
61.3
51.453.8
0.84
76.585.771.269.7
_74.762.237.758.0
68.565.074.077.267.0
68.368.679.881.081.8
80.372.359.246.584.3
65.963.258.2
80.5
70.174.3
FINER,
1.00
85.792.286.0-81.2
_81.576.055.769.7
79.783.085.790.081.0
84.181.090.089.090.2
86.883.976.263.293.2
77.276.375.3
92.9
82.588.4
BY NUMBER OF PARTICLES, AT
1.18
92.296.792.589.5
_87.785.771.781.7
87.592.790.796.787.7
92.488.195.193.194.7
91.591.485.574.096.5
86.384.885.7
96.0
89.294.2
1.41
96.598.796.793.0
_92.790.782.589.2
91.796.594.797.793.7
95.593.596.896.497.1
94.596.191.081.098.5
92.790.191.3
98.7
93.397.9
1.68
97.599.598.797.7
_97.093.791.295.2
95.098.797.299.096.5
97.496.497.997.797.8
96.697.093.591.098.8
96.295.096.5
98.9
96.099.0
2.00
98.299.799.599.2
_98.596.297.098.2
97.599.598.299.598.5
98.998.799.099.299.3
97.798.696.794.799.2
97.995.998.0
99.8
96.899.3
GIVEN DIAMETER
2.82
99.210010099.7
_99.799.299.799.7
99.510099.599.599.7
99.699.899.599.799.9
99.499.899.299.099.4
99.798.399.8
100
99.499.8
4.00
100
100
_100100100100
100
100100100
10010099.899.999.9
99.610099.799.599.8
10099.899.8
99.6100
IN MILLIMETERS
5.65 8.00 10.3 16.0
_______. . __ __ __ __ . __ __ __ __
_ _ _. __ . __ __ __ ___ __
_ . __ __ __ __ __ __ - __
_ _ __ _ __ __
100 100 __ -_ 100 99.9 100 __ __ . 100 99.5 99.7 100100 _____
__ __ 10099.8 99.8 100
100 _____
(1) NO SAMPLE COLLECTED AT THIS SECTION.
212
TABLE 147.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0348, EAST FORK RIVER, HYOKING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-21 6-22(1)6-23
6-256-276-29
0.59
22.520.020.715.2
_37.24.2
20.7
18.019.730.030.714.2
21.723.531.242.534.7
15.220.522.223.522.2
20.218.524.2
35.0
20.225.724.7
0.70
45.745.745.540.5
_68.719.742.7
45.544.060.758.040.7
51.545.555.770.764.2
41.045.743.249.244.7
45.540.245.7
65.0
44.247.053.2
0.84
65.768.764.561.7
_87.744.756.7
66.064.779.778.560.5
69.061.271.283.285.5
60.068.558.764.767.0
63.557.563.7
81.0
62.262.073.2
FINER,
1.00
78.082.579.275.2
_94.064.265.5
83.578.091.287.775.7
83.076.781.289.792.7
77.284.271.075.783.7
77.770.576.5
90.2
76.772.284.2
BY NUMBER OF PARTICLES, AT
1.18
86.288.089.783.0
_96.780.575.0
93.786.096.294.785.2
89.784.787.792.295.7
86.593.082.585.090.5
86.281.086.5
95.2
86.582.291.0
1.41
91.793.094.586.7
_98.791.084.2
97.289.798.297.290.2
92.091.792.595.097.2
92.797.289.590.795.5
94.588.294.5
97.0
94.788.595.2
1.68
95.296.096.090.7
_99.596.290.2
98.594.099.598.294.5
95.593.795.796.098.5
96.598.793.795.097.5
95.793.096.0
98.0
98.792.297.2
2.00
97.099.098.293.5
_99.597.795.5
99.296.799.799.296.7
97.797.097.096.599.0
98.299.296.597.799.2
97.796.297.7
98.5
99.795.799.0
GIVEN DIAMETER
2.82
99.710010098.7
. _99.799.798.7
10098.510010099.2
99.298.797.797.799.2
99.099.799.0100100
99.598.599.7
99.7
10099.299.7
4.00
99.7
99.2
_10010099.7
_99.7
. 100
99.799.599.099.099.5
10099.7100
10099.7100
100
99.7100
IN MILLIMETERS
5.65
100
99.2
_
100
100 .
10010099.799.599.7_
99.7 .
_100
100
8.00 10.3
__
100
_ _ __. - __
__ .
.
10099.7 10099.7 100_ _
100
_ _
_ ___
16.0
_
_ __
_ _
_
_
--
_-
(1) NO SAMPLE COLLECTED AT THIS SECTION.
213
TABLE 148.- SUHMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0421. EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-21 5-22(1)
5-24(1) 5-265-275-285-29(1) 5-306- 1- 3- 5- 7
- 9-10-11-12-13
-14-15-16-17-18
-19-20-21-22(1) -23
6-256-27f. ^Ol 1 1
0.59
28.719.521.726.2
11.06.7
21.5
16.240.740.030.524.0
35.736.534.728.218.7
16.719.720.028.528.2
37.235.039.2
27.0
14.523.0
0.70
51.540.046.249.7
39.225.047.0
45.568.770.566.254.0
60.563.762.058.540.0
40.738.546.252.056.7
68.062.270.5
55.5
30.244.5
0.84
72.563.268.575.0
60.544.568.0
67.082.584.585.775.7
76.579.079.078.262.7
58.057.066.068.271.5
83.579.085.7
76.2
42.766.7
FINER,
1.00
84.779.581.290.0
75.563.282.7
82.790.794.091.589.0
83.789.089.285.775.5
73.568.079.081.785.2
88.287.590.2
87.0
59.783.0
BY NUMBER OF PARTICLES, AT
1.18
91.286.088.595.7
B9.781.589.0
89.095.097.795.597.7
87.293.292.593.782.5
84.776.587.591.791.7
92.593.094.5
91.2
70.091.2
1.41
95.592.294.298.5
96.089.592.5
93.096.798.797.799.0
94.596.095.296.587.5
93.283.592.094.294.5
94.595.096.7
95.2
78.795.5
1.68
97.795.797.098.5
98.794.096.0
95.297.799.298.599.5
95.598.296.298.090.7
96.289.095.596.797.0
96.797.298.5
97.7
88.297.2
2.00
98.297.298.599.2
99.296.798.2
96.799.099.599.2100
97.099.098.098.295.2
97.794.298.298.098.2
97.798.798.7
99.0
94.098.5
GIVEN DIAMETER
2.B2
99.798.799.5100
99.799.799.7
99.710099.7100
99.510099.599.797.5
99.598.599.599.799.0
99.510099.5
99.5
99.099.7
4.00
10010099.7
10010099.7
99.7 100
100 -
10010099.5
99.799.799.710099.5
100
100
99.7
99.799.7
IN MILLIMETERS
5.65 8.00 10.3 16.0
_ 100 ______
_ _ _ __ __ __
100
100 ______ _ - - __ __ __ -
__ _ __ - __
100
100 100 ______100 ______
- __ __100 ______
__ __ _ __
99.7 99.7 100 100 ______100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
214
TABLE 149.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0460, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-14 5-16 5-195-215-22(1)
5-24(1) 5-26 5-27 5-285-29(1)
5-30 6- 1 6- 3(2) 6- 5 6- 7
6- 9 6-10 6-11 6-12 6-13
6-14 6-15 6-16(1) 6-17 6-18
6-19 6-20 6-21 6-22(1) 6-23
6-256-276-29(1)
1) NO S/ ,2} SIZE
0.59
17.2 21.5 17.5 29.5
7.2 9.7 17.0
29.7 30.0
8.5 16.7
25.0 41.7 18.2 18.2 11.2
10.2 14.0
22.0 29.5
34.2 34.521.7
24.5
23.0 27.5
WPLE DATA
0.70
43.7 47.5 41.2 57.2
23.5 29.2 39.7
53.5 57.7
24.7 46.7
52.0 68.2 41.2 41.7 33.7
23.5 31.0
47.5 55.2
65.5 62.7 48.0
53.2
41.2 54.0
0.84
66.5 65.2 64.7 78.7
43.7 49.0 56.0
76.2 78.2
54.0 69.5
76.0 81.0 62.0 57.2 53.5
41.5 46.0
69.2 74.2
84.7 76.5 70.0
78.5
55.7 69.0
FINER,
1.00
82.0 81.7 79.0 90.7
69.0 62.5 69.7
86.7 87.5
75.5 86.0
87.0 87.0 78.7 71.5 70.0
57.7 60.2
79.5 84.7
91.0 85.0 83.2
90.0
71.5 81.2
BY NUMBER OF PARTICLES, AT
1.18
91.0 91.5 90.5 97.0
86.2 74.0 86.0
94.0 91.0
89.7 92.7
92.7 93.0 88.7 82.7 80.7
74.0 76.5
86.2 90.7
96.2 89.2 91.0
96.7
80.7 91.7
1.41
96.2 94.7 96.2 97.2
93.7 84.7 92.7
97.2 92.7
96.0 96.0
96.2 95.0 94.7 90.5 91.2
87.5 84.5
91.7 94.7
97.7 91.2 94.2
98.7
86.0 97.5
COLLECTED AT THIS SECTION. NOT DETERMINED FOR SAMPLE COLLECTED
1.68
99.2 97.7 98.7 97.7
96.5 90.5 96.2
98.7 95.2
98.7 97.7
98.2 98.2 98.0 94.5 96.2
93.2 92.2
95.0 96.0
98.5 94.7 96.5
99.7
90.5 98.7
AT THIS
2.00
99.7 99.0 99.5 98.5
98.5 94.0 98.7
99.7 98.0
99.2 99.5
99.2 98.5 99.2 97.5 98.0
96.2 95.5
96.5 97.7
99.2 97.7 98.7
100
95.5 99.2
GIVEN DIAMETER
2.82
99.7 100 100 98.5
100 99.2 100
100 99.2
99.7 99.7
100 99.5 100 99.0 99.5
98.7 99.0
100 99.2
100 99.2 99.7
98.5 99.7
4.00
100
100
100
100
99.7 100
99.7
99.5 99.7
99.7 99.5
100
99.7 100
99.7 100
IN MILLIMETERS
5.65 8.00 10.3 16.0
_____
------
_____
100
100 99.7 99.7 100 100
100 99.7 100
100
99.7 100
SECTION.
215
TABLE 150.- SUMNARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0516, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1) 5-265-275-285-29(1) 5-306- 16- 3(2) 6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276 <%a / i v
0.59
26.520.724.525.2
13.522.015.2
24.519.7
19.218.7
29.531.723.015.714.2
21.519.7
25.028.0
35.739.521.0
18.5
20.538.2
-29 ( 1 )
(1) NO SAMPLE(2) SIZE DATA
0.70
47.544.554.552.7
31.544.732.2
46.744.2
40.041.2
53.557.749.534.229.2
41.837.2
49.257.0
72.068.048.7
41.0
48.567.2
0.84
65.769.769.774.0
51.763.246.7
63.561.2
63.562.7
69.572.569.249.545.0
54.851.7
67.272.0
88.783.572.5
63.2
67.082.2
FINER,
1.00
82.084.284.787.0
67.282.067.0
80.577.2
77.274.7
77.586.283.567.060.0
70.167.2
79.583.2
95.090.783.2
78.0
78.290.5
BY NUMBER OF PARTICLES, AT
1.18
89.090.092.095.0
81.291.578.7
87.786.5
87.281.0
86.291.791.578.771.0
77.476.5
87.090.0
97.595.091.5
88.5
87.795.2
1.41
95.595.096.596.0
88.796.084.7
95.292.2
93.289.2
91.793.595.287.779.0
85.384.5
93.294.2
99.097.794.5
93.2
94.297.5
1.68
98.298.298.299.0
94.597.793.7
97.797.7
97.293.2
95.096.296.592.586.5
92.488.7
96.297.5
10099.097.2
96.5
98.299.2
2.00
98.599.799.599.5
98.298.298.2
99.099.0
98.596.5
97.097.598.296.592.0
95.993.7
977799.2 99.097.5
97.7
98.599.5
GIVEN DIAMETER
2.82
99.510010099.5
99.5100100
10099.7
10099.7
99.099.099.799.297.2
99.099.2 99.099.5 99.799.0
99.5
99.599.7
4.00
99.5
99.7
100
99.7
100
99.799.510010099.5
99.599.7- 99.799.7_
100100
99?7
100100
IN MILLIMETERS
5.65 8.00 10.3 16.0
99.7 100 _ __ ____ __ __
100 ~ ~
_ _ _ _ _ __
100
100 99.7 100 ~_ _ __ _ _
100
100 100 __ __
100 100 _ __ _ _ __ __ __ __
100
COLLECTED AT THIS SECTION.NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
216
TABLE 151.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0556, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-19 5-215-22(1)
5-24(1)5-265-275-285-29(1) 5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1) 6-23
6-256-276-29(1)
0.59
27.718.025.2 20.2
8.726.723.5
17.725.2
32.725.0
20.223.214.520.719.0
32.033.5
39.733.5
38.723.214.7
18.7
28.526.2
(1) NO SAMPLE(2) SIZE DATA
0.70
49.541.243.2 50.5
277?55.048.7
44.049.7 -62.555.7
45.550.234.241.237.7
54.561.2
72.560.0
73.745.233.2
39?5
50.555.0
0.84
67.765.559.7 74.5
48.275.265.0
68.765.2
83.575.5
66.071.555.057.559.7
66.777.7
85.080.2
88.565.754.5
58.2
68.777.7
FINER,
1.00
80.078.272.5 88.0
7l7782.579.0
81.080.2 95.089.5
78.284.071.769.573.7
76.585.7
93.091.0
94.579.771.2
69.0
80.289.0
BY NUMBER OF PARTICLES, AT
1.18
91.086.280.0 93.5
83.088.090.7
86.788.7 97.795.0
85.592.281.078.083.2
83.592.7
96.594.7
98.088.082.2
81.0
86.095.2
1.41
96.290.287.0 97.2
87.092.795.2
94.095.0 -99.598.2
92.296.289.285.790.0
88.594.5
98.097.0
99.294.788.5
88.0
90.797.7
1.68
99.593.791.0 98.0
91.795.096.2
97.598.2 -99.799.7
95.298.794.789.594.5
92.295.7
99.099.2
99.297.092.5
91.7
94.298.7
2.00
10094.795.0 98.2
96.797.597.7
99.799.2 99.7100
98.599.598.293.596.2
95.798.0
99.599.7
99.298.795.5
95.7
96.599.5
GIVEN DIAMETER
2.82
98.5100 99.2
99.599.5100
99.7100 100
10099.799.597.799.2
98.599.2
99.7100
99.799.598.7
98.5
99.099.7
4.00
100
100
10099.5
99.7
10099.799.799.7
99.799.7 -100
100100100
99.7
99.599.7
IN MILLIMETERS
5.65 8.00 10.3 16.0
_______ _
_____
_ _ _ ___
99.7 100
100 __ - _
_
4 f\f\ ____ ___J.UU 100 99.7 100
99.7 99.7 100 100 -
_ _ -
100
100 100
COLLECTED AT THIS SECTION.NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
217
TABLE 152.- SUHHARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0602, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1) 5-265-275-28
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1) 6-176-18
6-196-206-216-22(1)6-23
6-256-27f. 70 f 1 \
0.59
23.033.717.722.2
40.541.734.2
34.044.033.227.724.2
31.232.714.724.024.7
34.232.0
37.022.2
40.716.59.5
21.2
22.221.7
0.70
41.763.238.552.7
66.572.259.2
68.273.064.257.751.5
60.059.733.546.743.2
61.556.0
67.547.2
68.738.033.7
49.2
41.750.0
0.84
65.082.259.074.2
80.784.579.2
84.089.281.780.769.7
76.079.049.065.061.7
77.073.2
84.066.5
B8.054.255.0
68.0
57.768.7
FINER,
1.00
77.789.273.586.5
90.091.088.5
94.096.292.793.280.0
86.793.264.577.574.5
83:784.5
92.580.5
94.773.267.7 77.7
69.782.0
BY NUMBER OF
1.18
86.294.583.293.2
95.795.293.5
97.598.097.796.789.0
93.597.275.785.783.2
89.590.2
95.587.2
97.284.774.5
86.0
80.790.2
1.41
91.097.789.795.5
99.097.597.0
99.099.099.099.294.5
96.798.283.090.790.2
93.295.0
98.594.0
99.094.282.5
91.0
90.094.0
PARTICLES, AT GIVEN DIAMETER
1.68
94.59B.292.798.2
99.599.099.7
99.299.799.799.796.7
98.299.289.093.794.0
95.596.7
99.296.5
10097.287.5
95.0
94.096.5
2.00
96.299.796.2100
99.799.7100
99.210010010099.0
99.099.792.595.297.2
99.098.2
99.598.7_98.592.2 98.0
96.598.0
2.82
98.710099.7
100100
99.7
99.7
99.710098.097.799.0
10099.0
100100
__99.298.0 99.2
98.599.5
4.00
100
100
100
100
99.7 99.299.099.7
99.5_
10099.2 99.7
99.7100
IN MILLIMETERS
5.65 8.00 10.3
__ -
__
99.7 100 99.7 99.7 10099.5 100100
100_ _
__
100
100
100
16.0
._ -
__
(1) NO SAMPLE COLLECTED AT THIS SECTION.
218
TABLE 153.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0653, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1) 6-176-18
6-196-206-216-22(1) 6-23
6-256-27£_9Of 1 \
0.59
36.233.219.226.2
48.237.729.2
22.729.018.014.025.7
26.513.422.735.732.5
42.240.9
31.722.9
17.024.320.5
21.2
30.723.3
0.70
67.564.546.256.5
80.069.561.2
47.264.741.742.054.0
51.335.349.564.565.5
74.072.3
60.248.5
33.548.543.7
44.0
53.748.0
0.84
82.582.567.577.2
90.786.079.7
71.782.764.767.071.2
73.753.370.782.881.8
90.085.8
82.070.4
52.267.561.3
61.5
71.071.8
FINER,
1.00
93.294.284.086.7
95.094.592.2
86.592.784.785.283.5
87.568.883.791.990.4
95.391.5
89.584.4
67.576.671.1
74.2
82.786.0
BY NUMBER OF
1.18
97.598.590.593.7
96.796.598.0
93.597.093.294.589.7
94.780.589.795.595.2
98.395.1
94.593.8
79.784.179.0
85.2
90.593.8
1.41
10099.796.297.0
98.798.599.5
96.599.596.097.093.5
97.089.193.296.697.2
99.197.2
97.097.3
90.088.485.1
90.5
94.097.3
PARTICLES, AT
1.68
99.798.098.2
99.299.7100
98.799.798.099.095.5
99.294.395.797.898.2
99.497.3
98.298.8
96.092.286.3
94.5
95.599.3
2.00
10010098.5
99.599.7
10099.799.599.297.7
99.797.897.298.199.7
99.797.6
99.599.3
98.795.191.7
97.5
97.599.8
GIVEN DIAMETER
2.82
100
99.599.7-
_10010010099.5
10099.898.299.9100
99.998.3
99.5100
10098.597.3
99.5
99.0100
4.00
100100
-
_ .
99.7_
99.899.7100
10099.5
100
_99.899.5
100
100
IN MILLIMETERS
5.65 8.00 10.3 16.0
_ . . .
__ . . __ __ __ __ . -
_ _ _ _ - . . __ . _ __ _
100_ _ _ _
100 * 100 * * __ -
_ _ _ _100
_ _ _ _99.8 100100 _______
_ _ _ _
(1) NO SAMPLE COLLECTED AT THIS SECTION.
219
TABLE 154.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0708, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22 ( 1 )
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
0.59
31.513.523.77.7
47.530.530.515.7
19.720.724.218.220.7
29.235.024.026.030.5
37.729.034.044.519.2
21.016.521.0
38.0
22.526.2
0.70
61.038.058.025.0
78.064.067.249.2
40.745.252.048.244.7
55.765.052.244.761.5
64.556.268.073.748.0
42.740.039.5
63.5
49.553.5
0.84
76.263.079.247.0
89.084.086.566.5
68.764.766.571.565.5
71.583.068.059.278.7
79.579.785.588.770.5
62.257.256.0
80.5
64.571.2
FINER,
1.00
83.576.791.265.2
94.091.795.783.7
85.078.778.584.777.7
85.593.082.066.288.5
89.587.794.594.585.7
72.573.063.7
90.0
77.283.2
BY NUMBER OF PARTICLES, AT GIVEN DIAMETER
1.18
92.788.796.576.7
96.798.299.792.0
93.085.586.291.786.0
92.595.788.573.593.0
94.093.297.597.591.5
83.782.072.5
95.2
84.090.7
1.41
97.093.098.084.7
98.599.210097.7
96.791.291.795.594.0
95.597.593.078.597.0
97.296.599.299.296.5
91.089.275.7
97.7
90.795.7
1.68
98.096.798.791.5
98.799.7- 99.7
99.296.094.597.596.7
97.598.794.781.798.5
98.598.299.299.798.0
93.794.282.2
98.7
94.097.7
2.00
99.098.799.297.0
99.2100
100
10097.797.098.097.7
98.799.095.788.799.5
99.599.099.599.798.5
96.295.588.7
99.2
96.599.0
2.82
10010099.799.2
99.7 -
_99.799.298.599.5
99.599.598.097.099.7
99.710010010099.2
99.099.295.0
99.5
98.7100
4.00
- 100100
99.7
_10010099.2100
10010099.799.5100
100
100
99.799.798.7
99.7
100
IN MILLIMETERS
5.65 8.00 10.3 16.0
. __ _
. __ __
_---__100
__ __ __ __ __
_ _ _ __ . __ __
100
_ _ _. __ __ .
100 100
_ _ __ _. __ . . . __ __ . . __ __ .
100 100 99.7 100
100 ~ _ _ _ __ __ .
(1) NO SAMPLE COLLECTED AT THIS SECTION.
220
TABLE 155.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0757, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-26 5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1) 6-23
6-256-27 &-9or i \
0.59
17.710.216.010.5
27.7 22.026.7
14.021.723.017.733.7
17.039.041.740.250.7
36.229.023.230.718.5
31.026.722.0
15.5
15.733.5
0.70
36.731.238.744.2
58.551.257.2
35.247.550.051.763.7
41.566.569.066.775.2
64.258.048.258.042.0
63.556.546.0
36.2
38.562.5
0.84
53.054.260.266.0
79.0 70.276.0
57.070.770.775.079.7
62.282.785.778.090.2
77.775.070.573.262.5
79.275.265.7
60.2
56.080.0
FINER,
1.00
67.073.574.581.0
89.5 82.289.0
75.284.586.788.089.7
79.089.794.086.595.7
86.788.282.783.776.2
89.588.577.7
76.5
71.589.2
BY NUMBER OF PARTICLES, AT
1.18
76.285.083.588.5
93.0 91.094.5
85.793.293.792.794.2
88.093.296.091.598.2
92.094.089.590.788.0
93.794.785.0
85.7
81.095.7
1.41
81.793.090.794.5
95.5 94.297.7
93.596.298.296.597.7
92.595.297.794.799.7
94.796.295.095.093.7
96.296.793.0
92.7
88.097.7
1.68
88.098.294.098.0
98.7 96.799.2
97.297.599.597.298.7
95.096.299.297.2100
96.097.597.098.596.0
98.098.595.7
97.0
92.099.0
2.00
91.599.597.299.0
99.2 98.099.2
98.598.299.798.098.7
96.797.599.798.0
96.798.298.099.297.0
99.099.297.5
99.0
95.799.7
GIVEN DIAMETER
2.82
98.010099.099.7
100 99.5100
10099.510099.799.2
98.598.799.799.5
98.599.599.010099.7
99.599.798.7
99.7
98.7100
4.00
99.5 99.5100
100
100 -
99.7100
99.299.2100100
99.7100100 100
99.510099.7
100
99.2
IN MILLIMETERS
5.65 8.00 10.3
100
100 __ __ __
_ __ __ __ _ _
100
99.7 99.7 10099.5 100 _ __
99.7 100 ____ __
100 __
100
99.7 100
16.0
~
__
_
_
(1) NO SAMPLE COLLECTED AT THIS SECTION.
221
TABLE 156.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0808, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285»9Q / 1 \
*7 \ 1 /
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-226-23
6-256-276-29
0.59
16.215.220.725.5
_29.521.214.5
15.223.217.724.75.0
29.737.837.830.534.3
25.016.616.619.422.7
32.923.228.830.028.2
23.923.519.0
0.70
39.238.245.251.5
_56.547.040.2
37.547.247.749.025.7
56.468.464.658.065.4
59.036.436.743.748.8
59.248.550.862.258.6
49.452.943.5
0.84
62.058.562.572.5
_76.570.565.0
57.068.571.268.247.7
74.184.476.173.081.0
77.358.755.566.171.1
76.565.762.981.677.5
66.374.462.2
FINER,
1.00
80.276.274.282.7
_87.786.785.5
69.580.285.583.567.7
86.191.485.486.091.4
86.071.471.782.183.5
86.078.275.490.691.6
78.388.678.2
BY NUMBER OF PARTICLES, AT GIVEN DIAMETER
1.18
90.588.082.286.7
_92.792.794.7
81.289.592.589.781.7
91.196.190.291.595.2
92.185.382.388.190.1
92.185.282.895.395.9
86.393.386.7
1.41
96.295.088.590.7
_95.796.297.7
90.594.796.793.591.5
94.798.294.094.597.4
95.091.887.093.893.6
95.191.288.197.597.9
91.897.891.7
1.68
97.798.793.793.7
_97.598.599.0
93.097.098.295.793.2
97.199.696.597.797.7
97.495.591.297.095.9
96.696.290.898.598.8
97.399.596.2
2.00
98.010096.297.0
_98.599.099.7
97.298.298.795.796.5
98.099.697.098.598.8
98.198.196.198.897.1
98.398.094.399.599.5
97.810097.7
2.82
99.2
99.599.7
_99.299.799.7
99.299.799.299.598.7
99.899.998.299.299.8
99.099.698.810098.5
99.399.598.8100100
100 98.7
4.00
100
100100
_99.7100100
99.710010099.799.2
99.899.999.810099.8
99.310099.8 99.6
10099.7100
__ 99.7
IN MILLIMETERS
5.65
- -
_100
100
10099.5
10099.9100
100
99.8- 100
100_
100
_
100
8.00 10.3 16.0
__ __ ... _ __ .
_ _ __ __ __ .
III _ __ - _
100 _ _ _
100_ - _ __ ...
100 __ __ _ _ - __ _ ...
_ _ _ __ - __ -
_ __ ___ __ -
(1) NO SAMPLE COLLECTED AT THIS SECTION.
222
TABLE 157.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0853, EAST FORK RIVER, HYOUING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1) 5-265-275-285-29(1) 5-306- 1- 3
I?r
- 9-10
6-116-126-13
6-146-156-166-17fe-186-19fe-206-216-226-23
6-256-276-29(1)
0.59
40.59.713.518.5~
23.018.59.5
20.226.518.017.015.7
32.734.040.030.027.7
21.519.716.218.523.0
22.739.026.531.023.7
25.226.0
0.70
64.233.539.552.2
57.240.025.0
40.750.545.241.541.5
60.758.061.057.756.7
46.541.240.544.252.7
47.269.255.766.249.5
48.753.5
0.84
80.059.059.576.7
74.762.047.5
60.067.561.759.262.7
81.773.578.074.776.5
63.057.561.265.271.2
67.286.077.580.274.2
67.073.7
FINER,
1.00
88.277.273.786.7
85.773.066.0
77.777.572.271.275.7
91.285.087.285.085.2
76.572.075.077.280.7
77.294.288.787.286.2
78.782.7
BY NUMBER OF PARTICLES, AT
1.18
92.288.582.794.2
91.084.081.7
87.084.584.582.786.5
96.093.090.790.791.0
86.779.285.286.788.5
84.798.593.293.094.5
87.091.0
1.41
94.594.288.597.2
95.790.089.7
93.590.289.791.291.0
97.796.595.594.595.2
92.085.091.592.593.0
89.599.096.095.797.0
92.795.2
1.68
96.097.094.098.0"
97.595.094.5
96.293.593.594.592.5
98.597.797.597.097.2
95.090.295.296.096.7
94.099.797.796.599.2
95.797.5
2.00
96.798.297.798.7~
99.096.797.0
97.595.296.598.594.2
99.299.598.598.298.0
97.293.098.097.799.5
96.210099.598.099.5
97.599.2
GIVEN DIAMETER
2.82
98.099.599.599.2
99.799.299.5
99.597.799.210099.0
10099.799.799.299.2
99.097.210099.5100
99.5
10099.5100
98.5100
4.00
99.0100100100
10099.7100
10099.599.5
100
10010099.799.5
99.798.5
99.7
99.7
100
99.7
IN MILLIMETERS
5.65 8.00 10.3 16.0
100 .
__ 100 _____
99.7 10099.7 100
100100 ______
10099.7 99.7 100 100
100
100 -
(1) NO SAMPLE COLLECTED AT THIS SECTION.
223
TABLE 158.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0898, EAST FORK RIVER, HYOMING, 1980
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-27£-90 f 1 1
0.59
23.525.521.016.7
21.014.715.0
19.027.231.05.518.5
19.037.751.530.742.2
24.527.7
13.521.7
22.517.522.037.734.5
31.531.7
0.70
47.048.238.042.2
42.036.040.2
45.049.260.219.744.5
42.768.776.059.068.2
47.753.2
34.552.0
43.041.549.566.561.5
59.056.7
PERCENT
0.84
65.273.254.064.7
61.054.266.5
69.062.282.043.267.0
68.088.587.075.785.7
69.576.5
53.769.2
62.263.570.284.580.7
77.574.2
FINER,
1.00
79.283.268.777.0
76.770.079.2
81.775.591.061.578.0
80.294.592.584.093.5
82.086.2
65.780.0
75.779.083.791.288.5
89.084.2
BY NUMBER OF
1.18
89.090.278.086.2
87.779.088.0
89.080.594.277.586.0
89.097.795.290.597.2
90.793.0
78.288.5
87.087.592.295.793.2
93.290.5
1.41
93.595.083.293.2
92.585.595.2
93.085.797.086.791.2
94.099.596.094.598.2
97.095.5
87.095.2
91.295.295.098.296.0
96.295.7
PARTICLES, AT
1.68
96.799.087.595.5
95.093.297.2
94.791.599.294.595.0
95.599.797.596.599.5
97.796.0
92.796.7
96.098.796.299.097.7
98.598.0
2.00
98.099.292.297.2
98.095.798.5
96.593.299.597.597.0
97.210098.297.599.7
98.597.5
96.098.5
97.799.298.099.599.2
99.599.0
GIVEN DIAMETER
2.82
99.710096.298.7
99.799.799.7
98.798.010099.099.5
99.0 -99.599.5100
10099.2
99.799.0
98.710099.010099.7
99.599.7
4.00
100 99.599.2
10010099.7
99.799.5- 10099.7
99.5 99.799.7
99.7
10099.5
99.2- 100
100
99.7100
IN MILLIMETERS
5.65 8.00 10.3 16.0
__ _ -99.7 100 100 ______
_ _ _ __ - __
99.7 99.7 100
100 100 _- -
1 rtrt _» ,_ i\j\j "-
100 __
100 100 ______
_ 100
100
100__ - ___
100 __ __
(1) NO SAMPLE COLLECTED AT THIS SECTION.
224
TABLE 159.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0940, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29(1)
0.59
26.523.720.212.0
16.716.523.018.5
29.231.233.519.527.2
25.227.531.528.518.2
21.212.5
21.725.7
26.023.222.729.523.5
25.028.5
0.70
51.243.044.538.0
__37.045.242.543.0
59.059.063.247.256.2
50.557.553.754.738.0
43.735.2
44.259.2
55.247.549.257.554.7
49.253.5
0.84
69.566.259.261.5
58.567.553.566.7
77.578.7Bl.O74.080.7
65.073.067.073.557.2
60.751.7
61.080.0
73.766.069.275.073.7
63.771.0
FINER,
1.00
83.580.771.279.5
71.782.569.078.7
88.092.089.283.291.5
77.784.780.084.771.2
74.565.2
74.089.0
86.279.084.283.285.7
72.782.7
BY NUMBER OF PARTICLES, AT
1.18
88.587.579.587.5
81.792.578.287.2
93.596.294.091.097.0
83.591.587.092.280.0
80.577.7
86.794.0
93.087.092.090.793.2
80.789.0
1.41
92.094.586.093.0
88.596.585.292.2
97.097.596.594.598.7
89.295.291.296.287.0
85.585.0
92.096.2
97.092.793.795.096.5
88.793.5
1.68
95.097.591.296.5
_91.798.590.095.2
98.099.597.596.599.2
92.296.595.097.092.7
89.293.0
94.598.2
98.795.296.297.798.2
92.595.0
2.00
97.599.094.598.7
_95.599.093.797.0
98.010098.298.099.5
94.099.097.798.596.2
94.795.2
97.298.7
99.597.598.099.099.7
96.797.5
GIVEN DIAMETER
2.B2
99.299.798.599.5
99.099.797.099.5
98.5
99.599.099.5
97.510099.599.799.2
98.798.2
99.099.7
99.798.799.0100100
99.799.5
4.00
99.710099.2
100
_99.510010099.7
98.5
99.510099.7
99.5 99.7
10099.7
10099.2
99.5100
10099.5
100
100100
IN MILLIMETERS
5.65
100
100
_100
-
99.7
99.5
100 100
100
99.7 100_
99.7
100
99.7
_
8.00 10.3 16.0
- . __ _ __ __ -
_ _ ___ __ __ - __ __ __
99.7 100
99.7 100__ _ __ _
_ _ ___ __
100__ _
_ _ _100
__ _
_ 100
__ __ _
_ _ __
(1) MO SAMPLE COLLECTED AT THIS SECTION.
225
TABLE 160.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 0985, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-14 5-16 5-19 5-215-22(1)
5-24(1) 5-26 5-27 5-285-29(1)
5-30 6- 1 6- 3(2) 6- 5 6- 7
6- 9 6-10 6-11 6-12 6-13
6-14 6-156-16(1) 6-17 6-18
6-19 6-20 6-21 6-22 6-23
6-25 6-276-29(1)
(1) NO Si (2) SIZE
0.59
20.0 25.7 21.0 19.2
15.5 25.7 17.2
23.7 21.0
25.224.2
20.0 33.0 45.2 25.0 22.0
28.2 26.2
34.0 25.5
28.7 43.0 23.234.2 34.0
29.5 25.5
\MPLE DATA
0.70
38.0 58.0 46.0 48.7
33.5 54.0 41.0
48.7 39.2
47.0 48.7
43.2 58.0 70.7 51.7 44.0
54.5 52.0
61.7 50.0
55.2 66.7 50.7 71.7 60.0
53.5 53.7
0.84
55.0 79.2 66.5 71.5
56.0 72.0 57.2
66.7 59.7
64.7 68.7
60.7 74.2 84.7 70.2 62.2
70.7 71.7
82.0 70.7
71.5 83.0 70.7 87.5 74.7
68.5 72.7
FINER,
1.00
71.7 91.2 82.0 86.0
72.0 83.5 71.7
77.2 72.7
77.0 86.7
72.5 84.7 90.2 81.2 74.5
82.7 83.7
92.0 83.2
85.2 91.7 83.5 93.0 85.0
81.0 83.0
, BY NUMBER OF PARTICLES, AT
1.18
84.0 98.0 89.2 91.5
83.7 89.2 80.2
85.7 81.5
85.2 95.0
81.7 88.7 94.2 89.0 83.2
89.0 91.0
96.5 89.2
92.7 95.5 91.5 97.0 90.5
87.2 91.7
1.41
90.0 99.5 94.5 95.5
89.5 95.0 87.5
90.2 86.2
92.2 98.0
86.7 95.7 97.2 93.0 89.7
93.0 94.5
98.5 92.5
95.5 98.0 97.7 98.5 93.7
93.7 96.0
COLLECTEP AT THIS SECTION. NOT DETERMINED FOR SAMPLE COLLECTED
1.68
93.7 99.5 97.2 97.0
93.5 96.0 92.2
93.0 89.2
95.5 98.7
92.7 97.2 98.2 96.294.7
96.0 97.2
99.2 95.7
99.0 98.7 99.5 99.5 95.0
95.5 97.7
AT THIS
2.00
97.5 100 98.7 98.2
96.5 98.2 95.0
95.5 92.2
96.7 99.5
95.7 98.2 99.0 98.5 97.0
98.0 97.7
99.2 97.5
99.5 99.0 99.5 99.5 97.0
97.5 98.5
GIVEN DIAMETER
2.82
99.5
99.798.7
98.7 98.7 98.2
97.7 97.5
98.5 100
98.5 99.5 100 99.7 98.7
99.7 99.2
99.598.7
99.5 99.2 100 99.7 99.0
98.5 99.0
4.00
100
99.7 99.5
100 99.7 99.5
98.5 98.7
99.7
100 99.5
100 100
99.7 99.2
100 99.7
100 99.7
100 100
99.7 100
IN MILLIMETERS
5.65 B.OO 10.3 16.0
100 99.7 100
100 99.5 99.5 100
99.5 100100
100
100
100 99.7 100
100
100
99.7 99.7 99.7 100
SECTION.
226
TABLE 161.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1038, EAST FORK RIVER, WYOMING, 1980
DATE
5-145-165-195-215-22
5-245-26 H5-275-28
0.59
21.721.733,023.013.7
24.0L)
14.029.2
0.70
40.750.558.747.234.5
45.7
38.055.5
PERCENT
0.84
56.071.079.065.255.2
63.5
60.774.2
FINER,
1.00
72.283.588.074.075.7
74.7- 80.288.0
BY
1.
8489928185
82
9295
NUMBER OF PARTICLES, AT
18
.0
.7
.2
.0
.2
.2
.0
.2
1.41
89.296.794.788.092.7
87.0- 94.298.0
1.68
93.599.097.292.097.0
91.7 97.599.5
2.00
98.299.598.297.798.7
95.0 98.799.7
GIVEN
2.82
99.710010099.299.7
98.5
100100
DIAMETER IN MILLIMETERS
4.00 5.65 8.00 10.3 16.0
100. __ . . _ __ .
99.5 10099.7 99.7 99.7 100
100 ~ . . _ _ _ . . . __ . .
5_OO f 1 \ -» ~^7 ̂ 1 J " """ " "" * ~ * *
5-306- 16- 3 ;6 K *y 46 -7 *
21.735.5
( «.
)
6- 9 30.56-106-116-126-13
6-146-15
34.522.516.528.0
15.034.5
6-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29 (
25.023.0
28.730.513.241.530.5
38.530.5
.)
1) NO SAMPLE2) SIZE DATA
52.761.0
52.264.542.536.555.7
35.770.5
46.050.7
58.260.740.274.559.2
70.560.5"
77.580.0
67.283.058.052.777.5
55.784.7
66.265.2
78.077.061.087.776.7
85.778.2"
90.589.2
77.093.271.266.087.2
72.291.0
79.078.5
88.289.078.094.286.7
96.288.0~~
9594
8497787592
8094
8786
9494899792
9892
.7
.0
.5
.5
.5
.7
.2
.5
.7
.2
.2
.5
.2
.5
.2
.5
.7
.7
99.096.7
90.298.788.282.096.2
87.596.7
93.290.7
97.297.096.298.296.2
98.796.0"
99.099.7
93.599.794.086.297.0
91.097.7
98.594.7
98.598.598.099.598.0
98.797.2"
10099.7
94.599.796.589.798.5
93.598.7
99.296.7
10099.799.099.598.7
99.798.2"
_100
99.510099.795.2100
97.799.5
10098.7_
10010099.7100
10099.2"
_ _ . _ _ _. __ . .
100
100 98.0 99.5 100
99.7 100100 __ .
100 _ _ _ _ _. . . . . .
100
_ _ _ _ _99.7 100 '
COLLECTED AT THIS SECTION.NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
227
TABLE 162.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1077, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1) 5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1) 6-176-18
6-196-206-216-22(1) 6-23
6-256-27 f.-tat i \
0.59
14.724.025.014.722.0
25.5
13.024.0
22.729.515.530.023.2
30.728.029.020.716.0
30.224.5
29.725.0
26.732.725.2
34?7
31.531.7
0.70
39.249.555.738.050.0
55.5
43.050.2
59.258.743.057.244.5
56.555.053.740.539.0
60.551.5
58.551.2
56.561.259.5
66.0
56.758.7
0.84
60.571.576.062.070.7
77.0 66.073.7
78.083.263.274.563.7
79.574.071.559.062.5
80.270.0
79.270.7
75.279.077.2
81.0
78.576.2
FINER,
1.00
75.585.091.076.582.5
88.7 84.787.0
89.094.775.085.780.0
90.085.583.071.576.7
91.580.5
88.786.2
85.289.787.5
89.7
87.288.2
BY NUMBER OF
1.18
85.296.296.088.589.7
93.2 94.595.7
97.298.082.591.787.7
93.791.592.285.585.0
94.088.5
94.292.7
91.094.594.7
92.7
92.794.5
1.41
90.510099.294.594.5
97.0 97.099.5
98.799.088.096.593.5
96.595.595.090.591.5
97.092.7
97.296.5
94.798.097.2
95.7
96.097.7
PARTICLES, AT
1.68
93.7
99.797.096.7
97.7
97.7100
99.599.591.598.096.7
98.298.096.794.795.5
98.295.5
98.098.5
96.799.298.2
97.5
98.098.5
2.00
97.2
99.799.098.0
99.0
98.0
99.599.795.098.798.5
99.099.598.097.098.7
99.297.0
99.099.0
99.099.798.5
99.0
98.799.7
GIVEN DIAMETER
2.82
99.5 10099.599.7
99.2 100
10099.799.099.799.5
99.710099.799.099.5
99.798.2
99.7100
99.210099.5
99.7
99.7100
4.00
99.5.
100100
99.5
10099.7100100
100
10099.5100
10099.7
99.7
100 100
100
100
IN MILLIMETERS
5.65 8.00 10.3 16.0
100 _____- __ __ __ __ ____ _ __
99.7 100 .. __ __ _ __ __
__ __ __ . 100
- __ __ __ __
100 __
_ _100
100
_ _ _ __ _ __
_ _ _ _ _
(1) NO SAMPLE COLLECTED AT THIS SECTION.
228
TABLE 163.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1120, EAST FORK RIVER, HYOMING, 1980
DATE 0.59 0.70
PERCENT_FINER_L_BY_NUMBER OF PARTICLES, AT GIVEN DIAMETER IN MILLIMETERS ___
0.84 1.00 1.18 1.41 1.68 2.00 2.82 4.00 5.65 8.00 10.3 16.0
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-11 6-126-13
6-146-156-16(1)6-176-18
6-196-206-21
6-23
6-256-276-29(1)
1) NO
17.517.736.736.012.7
26.2 14.511.7
19.231.7
31.537.0
28.527.533.7 21.220.7
16.519.2
24.230.5
31.524.520.5
22.5
27.731.0
SAMPLE2) SIZE DATA
41.741.265.271.038.2
55.0 38.225.2
38.061.5
53.771.2
52.254.263.0 42.545.5
42.737.7 -56.263.0
64.253.749.0
48.5
53.256.0~
COLLECTED
58.764.584.285.264.0
71.7 61.243.0
58.282.2
76.786.5
68.771.279.7 59.266.0
63.554.0 73.784.5
84.073.069.0
66.7
70.071.7
73.274.791.793.079.7
86.5 76.560.0
72.591.2
88. 094.2
79.783.787.5 72.078.5
80.569.5
85.295.2
92.084.079.7
80.7
82.784.2
85.778.795.096.290.0
92.5 87.777.2
84.095.5
92.597.7
86.289.592.0 81.591.2
88.778.5
91.598.0
96.090.586.5
88.5
90.092.0
93.785.597.598.795.0
96.0 93.287.0
91.798.7
95.598.2
92.594.795.5 87.795.0
93.087.0
94.598.7
99.596.093.5
92.7
94.797.2
99.290.098.299.097.7
96.7 -98.293.5
96.099.5
96.799.2
95.596.797.2 91.097.5
97.291.0
97.299.7
10098.596.5
96.0
98.298.7
99.7 10094.7 99.298.2 99.799.2 99.598.2 99.5
98.5 100
99.0 10097.5 99.7
98.5 99.7100
98.2 99.799.7 99.7
97.5 99.598.5 10098.0 99.2 94.5 97.098.2 99.7
98.0 99.594.0 98.5
99.0 10099.7 100_ _
99.0 10098.0 100
97.2 98.5
98.7 99.599.5 100
10010010099.7__
100
100
10099.7
99.7
100 99.7100
100100
_
_-
99.7
99.5 "
100_ -
_
_100
100
100
_
_
100
100
___. - _. -
_ _ _. _. _
_ _ _
_ _ _
_ _ __ __~ ~
_ _ _ __ - _ -
_ _ _ . - .
_ _ ___ -
AT THIS SECTION.NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
229
TABLE 164.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1155, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1) 5-275-285-29(1) 5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1) 6-176-18
6-196-206-216-22(1) 6-23
6-256-27£_9O/ 1 ^
0.59
28.731.541.716.021.0
24.5
27.029.2
14.040.227.240.521.5
27.020.028.523.022.2
16.217.0
26.729.2
22.230.220.0
17.2
37.729.2
0.70
56.260.072.245.550.0
48.7
50.756.0
44.270.267.069.748.2
52.246.749.246.243.5
44.540.7
53.261.7
50.556.551.7
40.5
63.053.7
0.84
73.080.785.263.268.7
74.2
69.273.5
70.088.589.588.065.0
70.067.068.062.266.7
68.260.0
67.281.0
70.573.068.0
59.7
77.076.2
FINER,
1.00
84.793.792.275.581.2
86.2
84.285.5
86.796.096.594.779.2
81.280.581.277.580.0
81.072.0
77.792.7
84.582.077.2
78.2
87. 084.0
BY NUMBER OF PARTICLES, AT
1.18
91.097.296.284.291.5
93.2
93.292.5
92.797.799.297.786.7
88.291.288.088. 588.0
89.280.0
84.296.7
90.287.285.5
86.5
91.290.2
1.41
93.599.098.289.795.0
96.0
96.596.0
97.099.299.299.093.7
94.096.792.593.292.7
92.788.2
89.297.7
94.791.291.7
93.0
94.095.2
1.68
95.799.599.094.598.2
98.5
99.297.7
99.099.599.799.796.7
98.098.796.295.796.7
95.794.2
93.098.7
96.795.095.2
95.0
96.597.0
2.00
98.010010098.598.7
99.2
99.598.5
99.299.7
10010098.0
99.099.298.597.598.7
97.597.2
96.599.0
98.796.598.0
96.5
97.298.0
GIVEN DIAMETER IN MILLIMETERS
2.82
99.5
100100
100
99.599.2
99.7100
99.5
10099.799.710099.7
10099.7
99.0100
99.299.099.0
99.2
99.599.2
4.00 5.65 8.00 10.3
99.7 100 __ _ ____ __ __ ___ __ _ __
_____
99.7 100 99.5 100
100 __ __ _ ___ __ __ ___ __ _ _
99.7 100
100 100 __ __ __100 ______ _ _
100 100
100 100 100 100
100 99.7 99.7 100
16.0
_
_
__
_
_ _
__
(1) NO SAMPLE COLLECTED AT THIS SECTION.
230
TABLE 165.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1202, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1) 5-275-285-29(1)5-30- 1- 3- 5- 7
- 9-10-11
6-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-94M \
0.59
33.732.227.520.019.7
25.7
37.241.7
30.039.029.529.025.5
23.720.232.033.723.2
13.227.2
40?531.2
22.231.215.0
35.2
22.222.7
0.70
55.764.052.050.546.0
53.0
70.76B.7
54.770.768.053.551.7
46.740.755.0SB. 548.5
43.254.0
72.766.7
48.759.742.0
64.5
44.747.7
0.84
71.283.566.271.767.0
73.5
87.588.7
75.586.087.273.074.0
70.758.273.272.572.0
66.776.0
87.080.5
69.076.064.0
82.0
60.070.7
FINER,
1.00
79.089.778.084.579.0
84.5
95.795.0
86.294.596.584.089.5
83.772.285.284.282.2
81.7B5.7
93.790.5
77.784.277.2
92.0
72.582.7
BY
1.
8797849487
89
9998
9299999194
9181908987
9293
9696
859087
97
8389
NUMBER OF
18
.2
.0
.5
.2
.0
.2
.0
.0
.5
.0
.2
.7
.5
.5
.2
.5
.7
.7
.0
.0
.0
.2
.0
.7
.2
.0
.7
.5
1.41
91.299.091.097.293.0
93.7
10098.7
97.599.710094.097.5
96.088.094.293.792.7
95.595.5
97.798.5
91.595.793.2
98.5
92.094.0
PARTICLES, AT
1.68
94.599.093.298.597.2
96.0_
98.7
97.5100
96.299.5
98.092.596.596.595.7
98.098.0
99.099.2
94.298.097.2
99.0
94.795.2
2.00
98.099.595.799.299.0
98.0_99.7
99.2
99.599.5
99.096.598.298.098.0
98.598.7
99.799.7
97.598.098.7
99.5
97.598.0
GIVEN DIAMETER IN MILLIMETERS
2. 62
99.710098.510099.2
99.2_ .
100
99.7
100100
99.799.599.799.599.7
99.599.7
10099.7
99.599.299.7
100
10099.5
4.00 5.65 8.00 10.3 16.0
100 _____
99.7 100
99.5 100
99.5 99.7 100 _ _ _ _
100 _____
_ _ _ _ _ __ __
100 100 100 99.7 99.7 100 100
100 ~100 _____
_ _ _ _ _loo ~ "" 100 _____1 Aft ___XUU100 ____________ _ __ _100 _____
(1) NO SAMPLE COLLECTED AT THIS SECTION.
231
TABLE 166.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1241, EAST FORK RIVER, NYOMING, 1980
DATE
5-145-165-195-215-22
5-245-26(1) 5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1) 6-23
6-256-27t_OQf 1 t
0.59
26.515.024.515.219.5
35.7
28.239.726.2
26.224.024.223.724.5
28.034.540.538.234.0
29.736.529.535.521.5
23.020.516.3
34.2
30.520.6
0.70
55.241.753.039.046.0
62.7
58.768.262.2
56.561.759.546.547.0
49.759.568.565.266.7
63.260.561.767.253.7
53.248.740.3
62.5
54.545.7
PERCENT
0.84
69.068.774.262.761.2
79.2
75.785.083.0
77.082.076.069.765.2
61.076.784.281.280.7
84.072.780.282.777.2
72.768.059.4
77.1
70.065.7
FINER,
1.00
83.084.784.278.074.5
89.2
87.591.292.2
86.593.287.583.078.7
73.286.792.288.588.0
92.082.788.291.088.7
85.081.272.3
85.7
82.077.1
BY NUMBER OF PARTICLES, AT GIVEN DIAMETER
1.18
91.091.089.087.784.0
94.7
93.596.096.0
91.098.093.090.787.0
81.790.595.593.595.0
96.088.296.595.094.5
92.587.282.1
91.4
87.086.8
1.41
95.096.092.292.590.2
97.2
97.298.599.5
95.299.296.796.293.2
89.094.097.796.097.2
97.591.797.597.597.5
96.792.090.8
95.2
90.292.7
1.68
97.097.095.595.595.2
98.5
97.298.799.7
97.799.798.298.596.0
94.595.099.097.798.0
99.094.798.298.598.2
97.795.595.4
96.6
92.296.3
2.00
10099.797.797.597.0
98.5
97.799.2100
98.599.799.599.298.5
97.096.599.298.298.7
99.797.099.099.298.7
98.596.298.1
98.2
96.298.4
2.82
10099.098.799.0
98.7
99.0100
99.010099.799.7100
99.098.099.799.299.5
99.799.7100100100
99.598.799.6
99.4
98.299.8
4.00
99.299.7100
99.7
100
100
100100
10099.299.799.7100
100100-
-
10099.2100
100
99.799.9
IN MILLIMETERS
5.65 8.00 10.3
. 100 100
100 _ _ _ _
_ . . . .. __. . _
99.7 10099.7 10099.7 100
.. . . . . . __ .
99.5 100
100 100
16.1
-
-
- - -
-
-
(1) NO SAMPLE COLLECTED AT THIS SECTION.
232
TABLE 167.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1284, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-27fc-9Q( 1 \
0.59
27.016.231.525.221.7
33.0
24.532.7
20.035.521.717.525.5
29.734.238.240.233.3
34.231.824.825.416.3
25.835.519.6
21.7
27.426.8
0.70
52.737.260.753.547.5
63.5
65.260.2
43.761.748.241.249.5
51.760.265.163.764.7
69.259.948.053.641.0
52.165.443.9
47.8
54.856.9
0.84
69.060.776.270.264.2
80.0
81.777.5
63.277.568.261.267.5
68.073.281.080.283.5
85.575.462.773.659.6
71.581.762.1
65.0
75.177.1
FINER,
1.00
82.776.789.582.576.0
88.7
<)T.589.5
79.092.080.078.279.2
78.781.989.888.290.6
95.783.371.286.569.2
82.890.074.7
75.4
88.188.5
BY NUMBER OF
1.18
88.286.095.287.082.2
93.7
98.094.0
89.095.288.587.787.0
86.589.193.592.595.0
97.088.078.392.678.4
90.194.981.9
82.3
92.893.3
1.41
92.093.097.591.287.2
95.5
99.097.0
94.298.293.592.792.0
91.792.496.495.097.5
98.591.081.496.082.6
93.796.688.3
86.9
95.896.6
PARTICLES, AT
1.68
95.097.298.792.790.0
97.2
99.798.2
97.299.097.597.295.7
95.095.298.796.598.5
99.593.984.098.388.9
95.898.292.2
90.1
96.998.2
2.00
96.799.099.295.792.7
97.7
10098.7
97.299.298.799.597.0
96.797.199.198.598.8
99.795.787.999.293.3
97.299.394.8
94.0
97.599.1
GIVEN DIAMETER
2.82
99.210010097.597.5
99.2
99.7
99.710010010098.7
99.098.699.899.799.5
10098.495.599.798.1
99.299.898.0
98.6
99.099.8
4.00
99.5 -99.299.7
100 -99.7
100 . .99.7
99.599.599.810099.8_99.898.899.999.7
99.999.999.5
99.7
99.599.9
IN MILLIMETERS
5.65
100
99.7100 - -
99.7
_ -
100
10099.8100
100_
10099.899.9
100
99.999.999.9
99.9
99.899.9
8.00
-
100
100
_ .
_99.9. -
_
10099.9
99.999.9100
99.9
99.999.9
10.3
-
_ .
_99.9 -
_
100
10099.9
99.9
99.9100
16.0
_100
_100
100
100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
233
TABLE 168.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1315, EAST FORK RIVER, HYOHING, 1980
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1) 5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1) 6-23
6-256-276-29(1)
0.59
24.08.5
24.029.723.7
31.0 22.737.0
15.227.214.716.030.7
45.035.135.233.726.1
32.933.833.720.227.8
28.030.321.8
22.4
26.229.1
0.70
52.229.549.559.051.0
60.7 45.268.0
42.253.237.545.563.7
71.765.861.058.251.9
66.760.464.546.551.6
58.250.752.2
44.5
49.156.8
PERCENT
0.84
73.247.565.776.775.0
76.7 68.282.2
62.573.560.567.785.7
85.282.377.777.768.9
84.776.280.867.171.4
76.367.971.5
61.8
64.578.6
FINER,
1.00
87.766.075.285.082.0
86.5
83.290.2
76.586.780.581.295.0
95.291.086.888.780.7
93.685.189.679.683.0
87.681.684.1
72.9
79.289.7
BY NUMBER OF PARTICLES, AT
1.18
93.781. 783.792.289.0
93.5
92.294.2
84.093.091.789.598.0
98.294.392.894.787.3
96.890.393.688.689.0
92.889.091.0
81.2
86.093.6
1.41
97.088.790.795.793.2
96.5
95.796.2
91.297.097.293.798.7
98.595.995.997.091.9
98.093.996.792.991.9
96.894.595.3
88.2
90.895.6
1.68
99.294.093.297.594.5
98.0
9T~.797.7
96.298.599.296.798.7
99.596.997.698.095.7
99.096.698.095.293.9
98.797.097.1
91.4
93.998.5
2.00
10098.097.298.095.7
99.0
99.098.7
98.299.299.798.799.7
99.798.598.698.598.6
99.798.198.496.695.6
99.298.599.3
93.8
97.399.1
GIVEN DIAMETER
2.82
99.599.098.797.5
100
99.799.5
100100100100100
99.799.899.699.799.7
10099.599.298.797.9
10099.699.8
96.5
99.399.5
4.00
99.510010099.5_
10099.7
. -
10099.910099.7100
__99.999.699.498.9_
99.999.9
98.8
99.899.7
IN MILLIMETERS
5.65
100-
100_- _
99.7
-
_99.9 99.7
__10099.899.999.4__
99.9100
99.6
99.999.9
8.00
-
_ .
100
99.9 100
99.999.999.8
99.9
99.9
99.999.9
10.3
-
_
. -
_100
99.999.999.9_99.9
100
10099.9
16.0
- -
- .
_ -
- -
100100100
100
100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
234
TABLE 169.- SUHMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1360, EAST FORK RIVER, HYOHING, 1980
PERCENT FINER,
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216 9O M \"£.£. \ l ; 6-23
6-256-276-29(1)
0.59
22.513.030.035.636.9
32.0 28.832.7
15.528.019.218.237.7
35.331.433.237.524.6
35.428.824.322.632.5
27.526.224.1
29.9
31.434.1
0.70
44.237.554.762.167.3
62.1
54.157.3
43.055.541.548.763.0
62.357.760.067.851.8
65.955.655.147.461.9
58.749.050.2
61.1
59.967.8
0.84
60.760.274.281.085.1
78.1
72.675.6
61.777.062.575.083.0
81.473.476.885.373.7
84.273.475.270.379.9
77.464.872.4
78.2
77.586.5
1.00
76.780.586.591.392.4
88.7- 82.786.3
77.290.279.286.293.0
91.981.286.892.587.2
93.082.988.283.389.5
88.175.682.6
89.0
87.594.0
BY NUMBER OF PARTICLES, AT
1.18
88.788.091.795.897.1
92.7 90.691.3
87.596.086.593.796.7
96.587.991.496.594.2
96.189.294.189.395.0
92.985.189.0
92.9
94.197.3
1.41
93.294.094.798.398.6
95.5
94.794.0
94.598.595.796.797.7
98.191.693.998.397.3
97.892.796.793.596.8
95.592.292.8
96.1
97.299.2
1.68
94.299.096.599.499.0
97.2 97.496.0
97.599.297.798.798.7
99.195.395.699.298.5
98.494.898.396.897.8
97.896.195.1
98.5
98.199.5
2.00
96.710098.099.699.1
98.7 98.397.2
98.599.599.599.799.0
99.897.796.999.799.1
99.096.499.198.899.0
99.198.297.3
98.8
98.599.8
GIVEN DIAMETER
2.82
98.0 99.599.9100
99.6- 99.799.0
99.510099.710099.7
99.999.898.8100100
99.698.599.699.899.9
99.899.798.5
99.7
99.899.9
4.00
100 100100
100
10099.5
99.7 99.7 99.7
10010099.8
99.899.399.999.9100
10010099.2
100
10099.9
IN MILLIMETERS
5.65
__
99.8
100 100
100_
99.9
99.999.8100100
99.8~
_100
8.00 10.3 16.0
____ _ __ __
__ __ .
100
_ . -
_ _ __
100
99.9 99.9 10099.9 100 - . .
_ .
99.9 99.9 100
_ _
(1) NO SAMPLE COLLECTED AT THIS SECTION.
235
TABLE 170.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1396, EAST FORK RIVER, NYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1) 5-275-285-29 ( 1 )5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
0.59
23.223.022.532.430.5
28.1
24.630.8
23.019.211.220.730.0
38.429.833.127.324.9
29.528.320.323.231.4
24.835.628.4
31.4
36.228.7
0.70
47.251.545.262.758.7
59.2
49.761.3
44.540.728.547.052.7
62.557.559.054.753.1
58.156.247.950.559.4
54.864.756.9
63.6
62.861.4
0.84
66.275.766.579.176.8
76.2
69.277.6
68.267.049.066.574.7
80.274.176.775.074.0
75.875.567.672.277.1
74.481.779.8
80.5
81.280.8
FINER,
1.00
78.590.277.290.088.8
87.7
81.988.3
79.782.064.582.085.7
91.484.888.084.686.7
85.486.482.285.886.5
85.190.887.6
91.5
88.688.8
BY NUMBER OF PARTICLES, AT
1.18
86.095.5
?6.05.593.9
91.8
89.193.5
88.091.076.091.293.2
96.091.092.590.192.8
91.891.189.391.091.9
90.795.293.5
95.1
92.394.0
1.41
91.798.592.098.397.6
95.9
94.096.6
92.596.287.296.296.5
97.894.095.693.796.4
95.794.993.494.094.6
93.997.896.7
97.4
94.596.7
1.68
95.298.795.099.499.2
97.2
97.098.6
97.098.093.798.599.0
99.296.196.795.897.6
97.497.096.397.296.1
96.198.698.4
99.0
95.897.7
2.00
98.010097.599.799.7
98.6
98.299.3
98.298.799.099.599.5
99.796.797.997.098.6
98.598.697.999.097.8
97.598.899.7
99.2
98.099.0
GIVEN DIAMETER
2.82
100 98.299.9100
99.7
99.699.9
99.010099.599.799.5
99.998.999.199.299.9
99.499.699.799.899.3
99.199.5100
99.9
99.499.4
4.00
- 99.0100
100
100100
100 10099.799.5
10010099.799.799.9
99.899.910099.999.8
99.6100
100
10099.8
IN MILLIMETERS
5.65
99.7
_
_
100100_
99.899.9100
99.8100 10099.9
100
_99.8
8.00 10.3 16.0
. __ _ _100 __ __ __
_ _ ___
_ _ _ __ __
_ _ ___ __
100 100
100 _ __ _
99.9 100__ ___
_____
_ _ _99 . 8 99 . 8 100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
236
TABLE 171.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1425, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-27f.-->OI 1 \
0.59
20.523.725.736.323.6
25.0
27.031.0
22.221.224.518.731.7
32.838.436.931.924.3
29.729.026.223.031.3
25.435.828.6 30.6
40.132.3
0.70
42.049.545.262.546.7
50.5
52.759.0
47.546.557.043.054.0
56.068.565.960.753.1
59.259.259.148.259.2
59.964.357.6 62.0
70.264.4
0.84
56.772.262.277.663.4
69.2
71.075.3
70.268.581.565.774.5
76.483.881.479.474.9
77.979.878.772.274.7
81.281.981.1
80.4
86.183.6
FINER,
1.00
70.287.776.787.277.0
83.8
83.486.5
81.782.593.281.787.2
88.089.992.188.488.5
88.489.091.085.283.5
92.091.489.2
90.6
93.391.7
BY NUMBER OF
1.18
85.094.084.792.184.5
88.7
90.893.0
90.093.797.589.793.0
94.093.995.992.794.9
93.492.695.690.289.3
95.996.294.7
94.6
95.995.7
1.41
92.098.290.095.190.2
92.9
94.996.2
94.797.798.795.295.5
97.096.897.095.597.5
96.896.497.692.791.7
97.598.197.6
97.4
97.598.5
PARTICLES, AT
1.68
95.299.792.595.995.6
95.2
97.398.4
97.599.210098.796.7
98.598.497.697.098.3
98.197.699.096.593.1
99.098.998.5
99.2
98.499.3
2.00
98.210096.097.197.2
97.7
97.998.8
98.799.7 99.097.2
99.899.198.798.698.8
99.198.899.599.095.4
99.699.299.7
99.2
99.199.7
GIVEN DIAMETER
2.82
99.7 99.099.399.1
99.4
99.599.9
99.7100 99.599.7
10099.499.399.599.9
99.899.599.810098.3
10099.799.9 99.7
99.799.9
4.00
100 10099.599.6
100
100100
100
100100
99. B99.899.899.9
99.999.8100 99.8
99.999.9 100
99.9100
IN MILLIMETERS
5.65 8.00 10.3 16.0
__ __ __ _ _
100 """ 1 /\/\ __ _ ^.^xuu
_______
__ __
__ __ __ __ __
100 99.9 99.9 100 100 _____
100
99.9 100 99.9 100 __ _ _
99.9 100
100100
100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
237
TABLE 172.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1481, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1) 5-275-285-29(1) 5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
0.59
40.736.018.030.939.4
25.0
18.035.7
21.716.221.719.022.7
28.726.920.831.224.8
27.122.618.325.427.3
17.121.529.4
26.5
27.529.5
0.70
68.262.544.555.067.3
51.7
47.060.0
54.041.050.245.552.2
54.251.442.757.452.7
54.950.644.152.953.1
37.644.355.2
54.7
51.458.4
0.84
84.079.770.775.282.2
71.2
68.780.7
73.762.071.265.575.2
71.370.960.374.571.6
74.768.264.372.472.6
56.263.672.2 74.6
68.377.1
FINER,
1.00
93.288.084.284.289.7
82.7
84.090.5
86.277.789.582.788.0
82.783.473.685.483.0
85.979.677.885.084.1
68.476.784.8 85.9
78.590.0
BY NUMBER OF PARTICLES, AT
1.18
96.794.093.790.893.7
89.7
92.094.2
95.586.294.288.794.2
88.790.083.390.690.1
91.887.083.291.491.6
78.286.691.0 91.5
86.295.4
1.41
97.796.797.796.297.3
92.5
94.596.7
97.592.296.593.797.7
93.394.489.595.094.5
95.191.488.795.295.2
85.292.895.1
95.6
91.597.9
1.68
98.097.799.598.198.3
94.5
97.799.2
99.796.098.597.099.2
95.896.394.196.897.2
97.095.292.897.497.1
90.695.997.4 96.7
95.599.0
2.00
98.299.299.799.698.5
96.7
99.599.2
10098.599.798.799.5
97.098.395.998.098.8
98.397.395.098.198.6
94.998.198.2 98.2
97.599.8
GIVEN DIAMETER
2.82
99.799.799.799.899.8
98.5
99.599.7
99.799.7100100
98.999.498.599.199.6
99.699.498.399.399.6
99.099.799.3 99.3
99.6100
4.00
10099.7100100100
99.7
10099.7
100100
99.699.999.599.799.9
99.899.899.899.999.9
99.999.999.7 99.9
99.8
IN MILLIMETERS
5.65
100"
99.7_
99.7
.
99.710099.899.999.9
99.999.999.999.999.9
99.999.999.9 100
100
8.00
..
100_
100
99.9
99.999.999.9
10099.999.999.999.9
99.999.9100
10.3
_
.
100
100100100_
100100100100
100100
16.0
. .
_
_.
_. .
_ .
(1) NO SAMPLE COLLECTED AT THIS SECTION.
238
TABLE 173.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1533, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1) 6-23
6-256-27£-90 M 1
0.59
30.730.035.724.032.2
23.2 17.219.5
21.227.423.722.725.4
34.922.322.630.620.5
22.519.6 26.022.7
28.330.923.8
18.7
22.822.6
0.70
63.558.066.249.054.5
54.0 46.538.2
50.056.348.748.151.0
61.148.443.053.048.5
49.144.2 55.046.7
55.257.650.5
44.6
46.149.2
0.84
81.575.781.067.070.7
72.7 65.052.7
77.577.771.267.566.1
75.968.159.967.470.1
67.563.0 74.764.5
73.573.870.1
58.8
61.368.5
FINER,
1.00
90.288.089.580.581.5
81.7 80.267.7
88.788.083.580.378.3
87.181.273.577.184.5
79.974.9 85.575.8
86.184.582.7
72.1
72.980.1
BY NUMBER OF
1.18
97.094.293.290.290.5
86.2- 87.277.0
95.595.092.788.486.9
92.487.381.784.991.3
86.081.9 91.683.1
92.592.989.4
80.8
81.588.2
1.41
98.296.795.794.594.7
93.2
93.084.7
97.097.796.595.190.8
95.592.787.489.995.6
91.188.7 95.589.2
95.996.492.4
85.9
88.893.9
PARTICLES, AT
1.68
98.798.596.797.596.7
96.2 94.590.5
99.299.197.797.595.3
97.395.092.293.697.2
94.492.5
97.492.7
97.797.795.5
91.4
93.496.8
2.00
99.299.797.797.798.0
97.2
96.593.0
99.299.698.298.997.4
98.597.595.695.798.7
96.195.3
98.995.1
98.498.996.9
94.6
96.398.2
GIVEN DIAMETER
2.82
99.799.798.799.599.2
99.5
98.799.0
10099.899.799.698.8
99.499.298.998.999.8
98.998.0 99.697.7
99.599.998.9
97.9
98.999.5
4.00
10099.799.299.799.7
100 100100
_99.810010099.8
99.899.599.899.999.9
99.799.4 99.999.4
99.899.999.7
99.0
99.899.9
IN MILLIMETERS
5.65
10010010099.7_ .
_100
100
10010099.9
10099.9
99.999.9 99.999.9
99.899.999.9
99.8
99.999.9
8.00
100_- .
_- -
_
99.9
99.9
10099.9
99.999.9
99.999.9100
100
10099.9
10.3 16.0
__ __ __
_ _ ___ _
_ _. __.
_ _ -
100
100_ _
100 _
100 100
100 100
II II _
100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
239
TABLE 174.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1573, EAST FORK RIVER, HYOHING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1) 5-275-28
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-27f.-")OI 1 \
0.59
38.529.639.230.719.7
16.5
20.725.5
27.028.017.520.229.7
29.627.228.733.625.2
22.519.5
22.220.0
21.430.724.2
25.3
24.623.7
0.70
65.058.166.557.543.5
41.7
38.759.0
55.254.140.741.558.0
60.156.753.356.755.9
47.840.2
47.242.1
45.159.047.5
54.3
48.348.2
0.84
79.275.682.074.763.5
60.7
61.079.7
75.269.565.064.276.1
76.273.171.072.275.3
65.857.8
67.359.0
65.075.863.4
72.1
68.567.8
FINER,
1.00
86.287.791.087.279.2
72.5
79.286.7
87.081.183.078.284.7
86.585.081.280.786.2
77.373.1
79.372.2
80.487.375.0
84.0
82.679.8
BY NUMBER OF PARTICLES, AT GIVEN DIAMETER
1.18
92.592.796.792.787.0
81.7
88.592.7
93.290.491.587.792.4
90.791.088.186.493.6
85.482.7
87.080.4
89.993.182.6
91.6
91.388.7
1.41
95.295.798.597.094.0
89.7
94.796.7
96.595.696.094.796.1
94.094.592.990.897.0
90.788.9
91.8B8.3
96.496.189.4
94.5
96.193.6
1.68
97.598.198.799.297.2
95.5
96.597.7
98.598.897.297.097.2
96.097.295.194.298.4
94.191.9
95.393.5
98.697.894.1
95.8
97.596.6
2.00
99.299.599.599.798.5
97.7
98.798.7
98.799.099.298.799.2
97.598.296.596.299.1
96.894.2
97.696.4
99.298.796.8
97.4
98.897.8
2.82
99.710010099.7100
99.2
99.799.5
10099.810010099.8
98.999.399.399.099.8
99.198.2
99.399.0
99.899.699.9
99.1
99.899.5
4.00
100- -
100
99.5
99.799.5
100 99.8
99.610099.899.799.9
99.799.3
99.999.7
99.999.999.9
99.8
99.999.9
IN MILLIMETERS
5.65
-
99.5
100100
100
100
99.999.9100
99.999.9
99.999.9
99.9100100
99.9
10099.9
8.00
99.5_
10099.9
99.9100
10099.9
100
99.9
99.9
10.3
100_
100
100
100
99.9
99.9
16.0
_
100
100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
240
TABLE 175.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1610, EAST FORK RIVER, WYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-15 6-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
0.59
40.229.231.222.233.7
32.7
25.718.5
20.022.724.021.212.7
25.921.222.421.022.9
26.022.5
26.920.3
24.133.628.4
21.0
35.023.3
0.70
68.058.260.247.057.7
61.0 54.744.5
50.052.753.250.433.1
52.943.843.338.256.0
51.248.4
58.144.6
50.061.359.0
48.1
65.748.7
0.84
84.775.579.769.574.2
80.2 75.063.5
68.571.073.572.453.2
73.262.961.154.078.1
71.467.3
76.463.3
66.080.478.4
67.2
77.564.8 -
FINER,
1.00
93.287.588.783.783.2
89.5 85.276.0
82.281.081.084.968.6
85.477.773.168.988.1
81.182.5
87.277.7
76.491.187.4
80.1
87.775.8
BY NUMBER OF
1.18
97.591.291.591.293.7
96.0 92.286.7
91.590.587.292.281.8
93.187.282.878.195.5
87.690.9
92.686.7
84.896.391.8
89.0
92.285.4
1.41
98.794.794.796.296.2
98.0
95.592.5
94.594.793.096.288.7
96.593.389.787.797.9
93.194.8
97.892.8
90.298.895.4
94.3
96.090.9
PARTICLES, AT
1.68
10097.797.099.097.5
98.2
98.095.0
96.797.795.798.792.8
97.897.293.892.999.1
95.897.4
98.896.3
95.099.196.6
98.1
97.094.7
2.00
99.298.599.599.5
99.5
99.297.5
97.798.798.299.797.8
99.098.696.595.799.9
97.398.9
99.397.9
98.199.398.9
98.6
99.597.6
GIVEN DIAMETER
2.82
10099.799.799.7
99.5
99.799.7
10010099.210099.5
99.899.598.798.699.9
99.2100
10099.6
99.310099.4
99.8
99.799.4
4.00
10010099.7
99.7 10099.7
_
100
99.8
99.899.899.799.6100
99.9
99.9
99.8
99.9
100
99.799.9
IN MILLIMETERS
5.65
100
100
99.7
_
100
10010099.999.9
99.9
100
99.8
100
10099.9
8.00
_
100
_
_
10099.9
99.9
100
99.9
10,
_
100
100
99.
16.0
100
(1) NO SAMPLE COLLECTED AT THIS SECTION.
241
TABLE 176.- SUHMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1662, EAST FORK RIVER, HYOHING, 1980
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1) 6-176-18
6-196-206-216-22(1) 6-23
6-256-27t-OOl 1 \
0.59
32.025.231.531.219.5
31.0
25.719.5
20.725.724.227.729.0
32.044.031.230.726.2
23.022.0
25.524.5
35.530.727.0
27.0
23.233.5
0.70
58.548.259.257.738.0
59.7
52.548.2
48.045.751.053.556.5
62.770.554.758.259.2
49.748.7
55.252.7
68.064.255.2
53.2
49.763.0
PERCENT
O.B4
73.569.278.275.755.7
75.0
70.773.5
67.062.572.570.775.2
83.285.775.777.279.5
71.070.2
73.767.0
81.082.275.2
75.2
65.5B2.0
FINER,
1.00
86.583.088.783.770.7
88.0 79.786.2
81.576.088.585.785.0
93.091.787.085.089.0
84.083.2
85.577.7
87.588.088.7
85.7
78.292.2
BY NUMBER OF PARTICLES, AT
1.18
94.292.094.089.279.7
93.2 88.294.2
91.586.094.092.590.7
97.095.292.792.096.0
90.791.2
92.586.7
91.793.293.5
91.7
B5.296.7
1.41
97.297.297.093.288.0
97.0 93.798.0
95.290.597.596.796.5
99.097.097.595.798.7
94.097.0
97.591.7
95.296.596.7
96.0
91.098.0
1.68
98.299.298.796.293.0
97.2
96.298.7
96.795.598.797.798.5
99.799.098.797.299.5
98.298.0
99.294.2
96.597.797.7
98.2
94.599.2
2.00
99.710099.597.794.7
99.0 97.299.7
98.597.599.599.099.2
10099.299.099.299.7
99.298.7
99.597.2
98.599.099.0
99.0
96.2100
GIVEN DIAMETER
2.B2
99.7
10099.799.5
99.7 99.5100
99.799.510099.799.7_
99.510099.7100
99.799.7
10099.2
10099.7100
100
97.7
4.00
100 -
100100
99.7 100
10099.7 10099.7_
100
99.7
99.799.7_
100_
99.7
100
IN MILLIMETERS
5.65 8.00 10.3 16.0
__ __ . __ __
i f\r\ xuu __ __ __ __ - __ -
_ _ 99.7 100 . _ __ __ -
99.7 100 _ _ _ _. __ __ __ -
100
100 100_ _ _ _
__ _ __ 100
_ _ _ _
(1) NO SAMPLE COLLECTED AT THIS SECTION.
242
TABLE 177.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1695, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-14 5-16 5-19 5-21 5-22
5-24 5-26(1) 5-27 5-28 5-29(1)
5-30 6- 1 6- 3(2) 6- 5 6- 7
6- 9 6-10 6-11 6-12 6-13
6-14 6-15 6-16(1) 6-17 6-18
6-196-20 6-21 6-22(1) 6-23
6-25 6-27 6-29(1)
(1) NO S (2) SIZE
0.59
30.5 30.5 35.0 31.5 30.0
26.2
22.7 27.0
19.0 31.0
28.7 32.2
34.2 36.7 37.2 31.7 20.7
21.0 34.2
26.7 37.2
37.7 29.7 19.7
23.7
22.7 32.2
AMPLE DATA
0.70
56.5 54.5 63.0 61.0 57.2
56.5
54.5 53.2
47.7 59.0
54.0 69.7
60.2 62.2 67.2 59.2 46.0
50.2 61.0
54.7 67.2
67.5 56.0 42.5
51.2
50.2 61.0
0.84
74.2 73.7 79.2 79.7 73.0
75.5
73.5 71.7
68.0 81.2
72.0 83.2
77.2 78.0 80.5 78.0 65.7
72.0 75.2
72.0 82.2
81.0 73.2 62.7
70.7
67.0 79.5
FINER,
1.00
87.2 86.7 90.5 87.2 85.5
90.2
&T.5 81.7
79.7 90.7
83.2 90.0
86.5 87.2 90.5 86.5 79.7
83.7 86.2
86.2 91.7
90.2 87.7 77.5
8577
81.0 88.0
BY NUMBER OF PARTICLES, AT
1.18
92.2 94.2 97.5 93.7 91.7
96.5
93.2 90.2
88.2 97.7
89.7 95.7
92.5 93.5 95.2 91.0 90.0
91.7 92.5
90.5 96.0
96.0 93.7 85.5
90.0
90.0 92.0
1.41
96.7 97.0 99.5 96.5 95.2
98.5
95.5 93.5
94.0 99.0
94.7 97.5
96.5 96.7 98.0 95.7 92.7
95.5 95.5
95.5 98.2
98.0 97.0 93.0
94.7
94.5 96.0
COLLECTED AT THIS SECTION. NOT DETERMINED FOR SAMPLE COLLECTED
1.68
98.7 98.2 99.7 98.2 97.7
98.7
97.0 97.2
96.7 99.7
96.7 98.5
98.7 98.5 99.0 97.7 96.7
97.7 97.5
97.0 99.2
98.5 99.7 95.2
96.2
97.2 98.2
AT THIS
2.00
99.5 99.0 99.7 98.7 98.0
99.7
97.5 9B.2
99.0 100
97.5 99.5
99.2 99.5 99.5 99.0 97.7
99.0 98.2
98.5 100
99.5 99.7 98.0
97.5
9B.O 99.5
GIVEN DIAMETER IN MILLIMETERS
2.82
100 99. 100 100 100
99.
99. 99.
99.
99.100
100 99. 100 100 99.
99. 99.
99.
99. 100 99.
99.
99.100
5
7
27
7
2
7
7
5
7
7
7
2
7
4.00 5.65 B.OO 10.3 16.0
100 *"*" ~*~ ~~~ ~~
100 _____
99.7 100 100
100
99.5 100
100 _____
100 _____
100 _______ 100 _____
100 *~~~ ~ *~*~ *~~~
1 f\f\ _ _ -«. JlwU ^^
100 100 100 _____
SECTION.
243
TABLE 178.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1730, EAST FORK RIVER, NYOMING, 1980
PERCENT
DATE
5-14 5-16 5-19 5-21 5-22
5-245-26(1) 5-27 5-285-29(1)5-30- 1 2) - 3 2 - 5 2) - 7
- 9-10 -11 -12 -13
-14 -15-16(1) -17 -IB
-19 -20 -21-22(1) -23
-25 -27-29(1)
1) NO S 2) SIZE
0.59
38.7 31.7 33.7 28.2 27.0
28.5
12.7 36.7
22.0
35.2
36.237.2 25.0 30.7 12.5
22.2 38.2
35.7 25.5
24.7 19.5 19.2
23.0
30.2 20.2
MPLE DATA
0.70
66.0 56.5 60.7 56.2 50.7
58.5
39.0 58.0
56.0
69.5
68.2 59.5 49.7 59.5 35.0
50.5 68.2
65.7 52.7
51.0 47.2 48.7
52.5
57.5 44.7
0.84
82.2 74.2 78.5 75.0 68.0
78.7
59.5 76.7
77.5
8572
82.5 76.0 67.5 78.2 55.2
66.0 85.5
84. 7 71.0
70.2 71.2 70.7
73.0
75.5 64.0
FINER,
1.00
94.5 86.0 88.2 87.5 80.5
90.7
74.5 89.5
89.2
93.0
92.0 86.7 81.7 85.7 70.2
80.7 92.0
93.2 83.2
82.7 85.0 86.0
87.7
86.2 74.2
BY NUMBER OF
1.18
97.0 93.2 93.0 92.0 91.0
95.5
89.0 95.2
95.0
96?5
96.291.5 89.0 90.7 80.7
87.2 95.5
96.2 91.0
89.0 91.2 92.0
92.0
92.7 82.7
1.41
99.0 97.5 97.2 95.0 94.2
98.5
92.7 97.5
98.2
97.7
98.7 94.7 94.2 95.0 88.7
91.7 97.2
99.2 94.5
93.5 95.2 96.0
95.5
96.5 89.7
COLLECTED AT THIS SECTION. NOT DETERMINED FOR SAMPLE COLLECTED
PARTICLES, AT GIVEN DIAMETER IN MILLIMETERS
1.68
99.7 99.298.0 97.2 95.7
99.0
96.5 98.7
99.5
98.5
99.0 97.0 97.0 97.5 92.7
96.0 97.5
99.7 97.2
96.0 96.5 97.0
97.7
98.0 95.2
AT THIS
2.00
99.7 99.5 98.7 98.5 98.5
99.0
99.2 99.5
99.5
98.7
99.2 99.2 99.0 98.7 94.7
98.7 98.7
99.7 98.0
96.298.0 99.0
98.7
98.5 96.5
2.
99100 99 99 100
99
99100
100
99
99 99 99 99 98
99 99
100 100
99 99 99
99
99100
82
.7
.5
.0
.7
.5
.2
.7'.7
.2
.7
.7
.2
.0
.2
.7
.7
4.00 5.65 8.00 10.3 16.0
100 --
100 --100 ~~ ""- - ~~
100 ________100 _-_-__
100 99.5 100 100 100 100 100 100 _______ 99.7 100 _____
99.5 100 100 100
100 100 ______
SECTION.
244
TABLE 179.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1766, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1) 6-176-18
6-196-206-216 99 ( 1 \£.£ \ X }6-23
6-256-276-29(1)
0.59
24.237.534.222.533.2
14.5
31.021.223.5
30.043.232.536.028.0
33.043.528.520.519.5
24.828.7
24.531.7
20.523.716.5
27.7
23.221.0
0.70
59.066.055.248.259.7
39.2 58.042.758.7
57.770.562.769.751.2
57.068.750.049.245.0
52.552.5
53.060.0
48.050.539.2
60.7
46.746.7
0.84
74.079.272.070.273.5
60.0 76.564.582.0
74.780.280.783.568.2
76.285.070.269.768.2
73.174.7
71.079.0
70.570.263.7
79.2
64.270.2
FINER,
1.00
86.290.283.284.086.0
74.0 87.278.091.7
86.290.591.089.086.5
88.294.783.582.081.0
85.785.2
81.591.7
83.286.278.7
89.0
73.586.0
BY NUMBER OF PARTICLES, AT
1.18
94.595.288.589.793.2
82.7 93.591.597.5
91.794.795.594.590.5
92.598.090.588.788.2
91.591.0
90.595.2
90.793.087.2
95.5
84.292.5
1.41
96.097.094.095.595.2
89.2
96.295.598.5
95.098.097.297.295.7
96.299.094.592.792.5
95.096.0
95.598.0
96.596.293.0
97.7
90.296.0
1.68
98.598.596.097.096.7
94.0 98.298.599.5
97.799.598.098.298.2
98.099.796.295.095.0
97.797.5
96.799.2
99.098.095.0
98.0
93.09B.O
2.00
99.099.597.098.098.2
96.2 99.010099.7
99.099.599.099.299.0
99.010098.296.596.7
99.398.5
98.099.2
99.799.097.2
99.2
95.799.0
GIVEN DIAMETER
2.82
10099.710010099.5
98.7
99.7
100
99.799.599.799.799.7
99.7
99.29B.598.7
99.899.5
98.7100
100100100
100
98.7100
4.00
100 -
100
99.5 100
100100100100100
100
99.799.7100
10099.7
99.5
_
99.7
IN MILLIMETERS
5.65 8.00 10.3
__ __ _ __ __ _
99.5 100 . . .
_ _ ___ _ _ _ __ _ ___ _
_ _ ___ __
100 100
_ _ _100
100
_ _ __ __
100
16.0
_
_
_
_
_
_
_
(1) NO SAMPLE COLLECTED AT THIS SECTION.
245
TABLE 180.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1800, EAST FORK RIVER, HYOMING, 1980
PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3- 5- 7
- 9-10-11-12-13
-14-15-16(1) -17-18
-19-20-21 _oo M ̂
£.£. \ 1 I-23
-25-27-29(1)
0.59
33.531.233.228.243.2
20.0 31.235.2
30.741.041.034.525.5
46.726.230.024.716.0
37.036.2
33.026.5
35.233.212.2
30.0
30.026.7
0.70
54.054.066.259.774.2
42.2
60.068.2
58.771.771.264.755.2
72.755.557.055.242.0
73.564.5
60.055.0
60.564.233.5
61.5
56.059.0
0.84
71.577.281.780.287.0
61.5
74.085.5
71.085.785.782.275.7
84.773.072.269.564.2
86.780.5
78.571.5
82.784.254.2
82.0
73.778.0
FINER,
1.00
84.586.589.592.793.7
79.0 83.591.2
82.793.791.290.788.2
92.785.085.082.275.7
94.086.7
89.282.7
91.095.073.5
92.2
83.287.7
BY NUMBER OF
1.18
92.290.795.796.097.0
88.7 88.596.0
90.796.595.296.292.5
97.091.090.589.586.5
97.592.7
96.591.2
94.798.585.2
94.7
90.294.2
1.41
94.595.098.297.298.7
96.0 94.298.5
95.099.099.097.595.0
97.795.794.793.091.7
98.295.0
98.596.0
97.599.791.7
97.0
94.097.5
PARTICLES, AT GIVEN DIAMETER
1.68
97.796.799.099.099.2
97.0 96.599.2
96.510099.799.596.2
99.297.097.095.595.7
99.097.2
99.298.0
98.510096.2
98.5
96.299.5
2.00
99.298.299.599.5100
99.2
98.599.7
97.2
10099.598.5
99.798.798.097.098.0
99.798.2
10099.2
99.0 97.7
99.2
98.799.5
2.82
99.599.7100100
100
99.0100
100
10099.5
99.799.799.799.099.5
99.799.2_
100
99.5 99.2
99.7
99.5100
4.00
10099.7
_
99.7
_ __
100
10099.799.710099.7
10099.7_
100
100
100
100
IN MILLIMETERS
5.65 8.00 10.3 16.0
99.7 100 __ __ _ _
_ _ _ __ _ __ __
99.7 100 _
_ _ _ ___ __ __ __ _ __ __ __
_ _ _ _100 99.7 100 _ __100
__ _ _ _100 _ _ _
__ __ __
_______ _ . _ ___ _ __
(1) NO SAMPLE COLLECTED AT THIS SECTION.
246
TABLE 181.- SUMMARY OF GRAIN-SIZE DISTRIBUTION DATA, SECTION 1830, EAST FORK RIVER, HYOMING, 1980
DATE 0.59 0.70
PERCENT FINER, BY NUMBER OF PARTICLES, AT GIVEN DIAMETER_IN MILLIMETERS __ ______
0.84 1.00 1.18 1.41 1.68 2.00 2.82 4.00 5.65 8.00 10.3 16.0
5-145-165-195-215-22
5-245-26(1) 5-275-285-29(1) 5-306- 16- 3(2) 6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
29.529.737.246.030.7
11.0
35.741.7
31.748.7
29.041.2
46.037.022.227.231.2
34.531.0 27.230.2
22.224.522.0
24.0
28.033.7
58.757.764.070.560.0
30.0
66.571.0
53.571.7
59.075.0
80.767.744.754.765.2
68.259.2
61.262.5
47.549.046.7
55.5
53.067.7
75.072.278.787.279.2
52.5
84.085.5
71.085.5
76.287.2
93.583.268.570.084.0
83.278.0
78.078.5
72.270.566.2
75.7
72.082.0
86.082.590.594.789.5
68.0
89.593.2
83.093.0
88.594.7
97.291.281.584.090.7
90.588.2 88.288.0
87.583.282.0
88.5
83.291.5
92.289.295.098.295.2
79.7
95.296.7
89.296.5
93.597.5
99.096.088.789.795.2
94.094.5
93.593.2
93.790.590.7
94.2
88.296.0
95.090.797.799.097.2
87.5
98.598.2
92.799.0
96.299.2
99.598.794.093.797.2
97.097.2
96.095.5
97.294.597.0
96.5
92.597.7
97.294.599.599.797.7
91.7
99.599.2
95.0100
97.799.5
99.599.796.297.298.7
97.798.2
97.799.0
98.297.799.0
98.5
96.098.5
99.096.599.599.798.2
95.2
99.799.2
96.7
99.299.5
99.510097.798.599.7
98.598.5
99.099.2
99.099.599.0
99.0
97.799.0
10099.299.710099.7
98.7
100100
99.7
99.7100
100
99.799.5100
99.599.5
99.7100
10010099.5
99.7
99.799.7
99.5 99.5 100100
100
99.5 100_
100 _ _
100
_ . __ .
99.7 100 99.7 100
100 100
100
_ __ __
100
100
100 100
__ __ _
_ _
. __ ___ .
__ __ __ __ -
.
__ .
NO SAMPLE COLLECTED AT THIS SECTION.SIZE DATA NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
247
TABLE 182.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0043, EAST FORK RIVER, HYOHING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 5(2)6- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 5(2)6- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
5
0.47.44.44 .53
.49.46.42
.51
.46 __.46
.45
.43
.51
.49
.46
.45
.46
.47
.44
.47
.46
.51
.45
.45
.48
5
0.55.53.61.62
_.60.61.54
.60
.51__.64
:R.64.65.67
.59
.59
.59
.49
.57
.59
.65
.55
75'.62
16
0.54.52.53.60
_.55.54.51
.59
.52 -.54
.53
.51
.59
.58
.55
.53
.53
.55
.51
.54
.54
.59
.53
.56
.57
GRAIN
16
0.65.64.81.71
_.73.77.68
.71
.59 .84
.71
.65
.79
.83
.97
.75
.74
.72
.57
.69
.74
.83
.67
1.03.79
(1) NO SAMPLE COLLECTED AT(2) SIZE DATA NOT
25
0.58.56.58 .63
_.59.59.56
.63
.55_ _.59
.58
.55
.64
.63
.61
.58
.57
.59
.54
.59
.58
.63
.57
.63
.61
SIZE,
25
0.70.71.96.79
_.86.94.76
.78
.64 1.03
.83
.73
.90
.991.19
.88
.90
.85
.62
.78
.90
.97
.75
1.25.94
THISDETERMINED FOR
35
0.61.60.63.67
_.63.63.60
.67
.58__.64
.62
.59
.68
.67
.67
.63
.61
.63
.57
.63
.62
.67
.62
.69
.65
AT GIVEN PERCENT FINER BY NUMBER OF PARTICLES
50
0.66.67.70 .73
_.68.70.67
.73
.63. _.71
.69
.65
.76
.75
.77
.69
.67
.68
.62
.68
.68
.74
.68
.84
.72
IN MILLIMETERS, AT
35
0.79.79
1.12.88
_1.021.11.85
.86
.68 1.26
.93
.841.021.161.37
1.011.09
.99
.66
.901.061.15
.85
1.531.09
SECTION.
50
0.92.92
1.491.01
_1.301.471.04
.99
.77 -1.67
1.10.98
1.231.451.58
1.301.55
1.31.74
1.101.341.43
1.01
1.931.33
SAMPLE COLLECTED AT
65
0.73.74.82 .81
_.76.79.76
.82
.67___.81
.79
.71
.86
.86
.95
.80
.74
.76
.67
.76
.79
.86
.76
.97
.84
GIVEN
65
1.091.071.961.19
_3.371.791.27
1.15.89- -
3.37
1.471.351.511.811.80
1.612.13
1.91.85
1.411.641.79
1.19
2.491.69
THIS
75
0.81.81.92.89
. _.84.90.83
.90
.71. .92
.88
.80
.96
.991.14
.89
.83
Tis.71
.83
.90
.97
.83
1.11.96
PERCENT
75
1.241.202.331.60
_3.431.981.40
1.251.01-
3.43
1.741.601.802.081.98
1.892.48
2.39.96
1.631.802.14
1.35
2.741.84
SECTION
84
0.91.91
1.06 .98
. _.97
1.08.94
1.01.79. 1.08
.97
.891.091.171.37
1.02.98
.96
.78
.981.071.14
.95
1.311.12
FINER BY
84
1.401.432.431.76
_3.512.091.74
1.351.40
- 3.51
2.022.052.062.242.21
2.613.42
2.531.09
1.921.982.45
1.61
3.072.06
.
90
1.001.011.21 1.08
_1.071.261.09
1.13.86_ ___1.25
1.08.97
1.231.381.55
1.211.10
1.10.85
1.101.241.31
1.06
1.571.29
HEIGHT
90
1.591.602.481.84
_3.572.171.89
1.432.01
3.57
2.202.402.342.382.45
2.873.49 2.661.25
2.382.112.58
2?12
3.372.40
95
1.181.151.58 1.26
_1.201.681.28
1.27.95__1.49
1.331.191.411.681.79
1.451.43
1.32.97
1.341.581.59
1?22
1.951.62
95
2.381.722.551.96
_3.652.292.03
1.532.08
3.65
2.862.482.792.473.37
2.973.59
2.841.53
2.472.272.77 2.89
3.492.48 ~
248
TABLE 183.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0075, EAST FORK RIVER, HYOHING, 19BO
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
5
0.47.45.45.49
_.48.44.43.52
.49
.41
.50
.45
.48
.46
.46
.41
.42
.45
.45
.43
.44
.45
.43
.47
.52
.44
.44
.41
5
0.64.57.60.60
_.53.64.60.59
.55
.65
.64
.60
.60
.63
.66
.58
.64
.57
.62
.58
.60
.57
.52
.56
.64
.64
.55
.53
16
0.55.53.54.56
_.54.52.52.59
.56
.50
.57
.55
.56
.54
.55
.49
.52
.53
.54
.51
.52
.53
.51
.54
.60
.52
.51
.49
GRAIN
16
0.85.71.78.73
_.60.97.80.68
.63
.98
.84
.75
.73
.85
.91
.79
.90
.71
.BO
.75
.78
.70
.64
.67
.78
.93
.69
.68
25
0.60.57.59.60
_.57.57.57.62
.59
.56
.60
.61
.60
.59
.61
.55
.57
.57
.59
.56
.57
.58
.55
.58
.64
.58
.55
.54
SIZE, IN
25
1.02.83.94.85
_.64
1.19.95.73
.681.331.08.84.B2
1.051.15.99
1.18.83
.98
.89
.94
.79
.71
.75
.88 -1.20
.84
.79
35
0.65.61.63.64
__.60.62.62.66
.62
.61
.64
.66
.65
.63
.66
.60
.62
.61
.63
.61
.61
.62
.59
.62
.68
.62
.59
.58
AT GIVEN PERCENT
50
0.72.67.70.69
_.64.68.69.71
.67
.69
.69
.75
.71
.69
.74
.67
.70
.67
.70
.68
.68
.69
.65
.67
.76
.70
.65
.64
MILLIMETERS,
35
1.25.98
1.09.97
_.67
1.501.20.80
.731.661.47.95.93
1.341.351.241.381.01
1.171.07 1.21.91
.80
.871.00- 1.47
1.04.94
50
1.651.291.341.35
__.73
2.001.46.90
.832.081.921.191.18
1.771.771.581.761.45
1.641.38 1.661.14
.981.041.23
1.85
1.331.25
65
0.83.75.81.77
.68.80.80.79
.73
.79
.79
.84
.79
.80
.85
.77
.83
.74
.79
.78
.77
.77
.72
.76
.85
.83
.72
.72
AT GIVEN
65
2.091.811.712.95
_.81
2.501.761.01
.942.462.461.331.57
2.252.171.942.191.74
2.051.95
2?331.41
1.141.231.47 2.20
1.751.71
FINER BY NUMBER
75
0.94.83.94.85
.72.97.91.86
.79
.91
.88
.94
.87
.91
.99
.86
.95
.82
.90
.87
.85
.84
.79
.85
.94
.97
.82
.80
PERCENT
75
2.412.241.923.27
_.90
2.762.031.09
1.032.683.021.432.05
2.702.482.212.621.92
2.372.21
2.831.71
1.461.391.79
2.48
2.132.00
84
1.11.96
1.09.93
.78
1.151.10.96
.871.151.041.11.97
1.071.221.061.21.95
1.061.01
.98
.96
.90
.981.07
1.21
1.00.91
FINER BY
84
2.902.492.273.43
_1.083.432.281.17
1.142.913.341.512.40
3.372.752.572.972.94
2.972.45
2.902.03
1.751.562.26
2.83
2.762.21
OF PARTICLES
90
1.311.111.231.02
.83
1.411.311.04
.951.491.291.261.10
1.281.391.281.401.09
1.241.16
1.181.10
1.021.111.22 1.50
1.141.05
HEIGHT
90
3.132.652.523.50
_1.253.502.501.23
1.263.103.441.592.59
3.452.882.853.153.29
3.202.61
2.962.21
1.981.692.53
3.06
2.893.37
95
1.651.331.531.16
.93
1.861.591.14
1.061.961.711.421.34
1.701.811.621.801.48
1.711.41
1.541.32
1.141.301.40 1.94
1.471.32
95
3.402.842.803.60
_1.383.602.781.29
1.473.353.552.012.85
3.552.972.953.393.47
3.432.82
3?042.86
2.361.752.81
3.38
2.983.49
(1) NO SAMPLE COLLECTED AT THIS SECTION.
249
TABLE 184.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0137, EAST FORK RIVER, HYOMING, 1*80
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.50.44.41.43
_.53.52.46
.45
.47
.45
.42
.46
.41
.47
.46
.47
.47
.47
.43
.47
.47
.50
.50
.48
.49
.51
.45
5
0.70.55.50.52
_.70.70.62
.63
.58
.57
.48
.57
.49
.59
.57
.58
.70
.65
.68
.61
.60
.64
.62
.61
.68
.76
.61
SIZE, IN MILLIMETERS,
16
0.59.52.48.51
_.62.62.54
.54
.54
.54
.49
.54
.49
.55
.54
.55
.56
.56
.54
.55
.55
.58
.58
.56
.57
.61
.53
GRAIN
16
0.95.68.64.64
_.93.90.82
.82
.70
.70
.58
.69
.61
.72
.70
.691.02
.821.00
7?8.74
.81
.75
.75
.95
1.07.81
25
0.65.56.51.55
_.67.68.59
.60
.58
.59
.53
.58
.53
.60
.58
.59
.62
.61
.59
.60
.59
.62
.62
.60
.62
.67
.58
SIZE, IN
25
1.13.76.73.71
_1.061.001.00
.97
.82
.79
.64
.79
.68
.81
.79
.791.31
1.011.22
.93
.85
.96
.85
.87
1.24
1.27.95
35
0.70.61.55.60
_.73.74.64
.65
.62
.63
.57
.61
.57
.64
.62
.63
.67
.67
.65
.64
.63
.66
.66
.65
.67
.74
.63
AT GIVEN PERCENT
50
0.82.67.60.66
_.84.85.71
.73
.68
.70
.63
.67
.62
.71
.69
.69
.76
.75
.75
.71
.69
.73
.73
.71
.74
.88
.70
MILLIMETERS, AT
35
1.31.85.88.79
_1.211.171.17
1.17.93.90.69.93
.76
.90
.91
.911.69
1.201.45
1.081.03
1.12.99
1.02
1.50
1.471.14
50
1.531.061.77.91
_1.591.481.45
1.501.171.08.78
1.16
.911.101.111.122.12
1.481.90
1.331.37
1.431.241.22
1.85
1.711.56
65
0.98.74.66.73
_.98.95.83
.83
.77
.80
.70
.74
.69
.79
.77
.77
.89
.84
.90
.83
.77
.85
.81
.81
.86
1.06.82
GIVEN
65
1.761.542.511.08
_1.841.821.78
1.881.571.24.87
1.78
1.141.451.441.372.56
1.752.42
1.611.69
1.751.571.41
2.32
1.982.04
FINER BY NUMBER OF PARTICLES
75
1.14.80.70.80
_1.091.04.97
.94
.86
.89
.76
.81
.75
.86
.85
.861.03
.971.05
.95
.84
.97
.91
.91
.99
1.24.91
PERCENT
75
2.002.143.401.30
_2.002.092.12
2.122.091.37.92
2.44
1.501.971.711.552.88
2.392.74
1.851.98
1.911.871.83
2.54
2.242.42
84
1.36.89.78.89
_1.261.211.14
1.11.95
1.04.84.93
.83
.94
.98
.981.28
1.161.25
1.10.98
1.131.041.06
1.26
1.471.03
FINER BY
84
2.212.483.481.69
_2.122.362.40
2.392.351.49.99
2.58
1.962.411.882.043.15
2.622.97
2.122.60
2.112.062.23
2.77
2.592.74
90
1.53.99.86.97
_1.531.411.32
1.311.071.16.89
1.06
.921.051.111.131.60
1.371.47 1.261.19
1.321.211.19 1.52
1.671.20
HEIGHT
90
2.392.683.542.03
__2.232.572.45
2.552.431.601.062.70
3.442.472.042.163.38
2.833.12
2.342.87
2.302.162.88
3.00
2.903.09
95
1.781.15.97
1.10
_1.851.711.59
1.681.331.33.97
1.24
1.071.281.391.362.14
1.571.91 1.531.46
1.681.471.34 1.89
1.941.55
95
2.472.883.632.10
__2.383.382.53
2.772.511.781.162.86
3.542.542.282.323.50
2.933.34 2.782.97
2.712.292.97
3.34
3.243.43
(1) NO SAMPLE COLLECTED AT THIS SECTION.
250
TABLE 185.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0178, EAST FORK RIVER, WYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-14 05-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-14 05-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
(1) NO SAMPLE(2) SIZE DATA
5
.44
.44
.42
.47
_.53.46.48
.51
.48
.42
.49
.47
.50
.42
.45
.44
.46
.43
.45
.43
.46
.47
.48
?45
.43
.47
5
.60
.70
.47
.56
_.77.64.59
.69
.74
.54
.59
.56
.66
.65
.63
.52
.61
.59
.58
.52
.58
.61
.65
.69
.54
.61
16
0.54.54.48.53
.62.55.55
.59
.58
.51
.58
.54
.58
.53
.53
.51
.54
.52
.54
.51
.54
.55
.58
.56
.52
.54
GRAIN
16
0.761.14.56.67
_1.11.84.72
.961.09
.67
.71
.67
.85
.85
.84
.63
.78
.76
.73
.64
.71
.76
.82
.95
.68
.79
COLLECTED ATNOT
25
0.59.59.52.56
.67.61.59
.63
.64
.56
.63
.58
.62
.60
.59
.55
.59
.57
.58
.55
.58
.60
.63
.61
.57
.59
SIZE,
25
0.861.43.61.77
_1.391.00.85
1.241.34
.76
.78
.741.031.021.09.70
.91
.89
.85
.71
.83
.88
.94 1.16
.77
.98
THISDETERMINED FOR
35
0.64.64.55.59
.72.66.62
.67
.69
.60
.67
.61
.67
.67
.64
.59
.64
.62
.63
.60
.62
.64
.69-
.67
.62
.63
AT GIVEN
50
0.72.72.60.64
.84.75.67
.75
.81
.67
.75
.67
.74
.76
.71
.64
.70
.70
.69
.66
.68
.70
.77-
.77
.69
.69
IN MILLIMETERS,
35
1.001.75.66.93
_1.631.201.01
1.581.54
.85
.85
.831.221.211.36.79
1.091.08
.98
.79
.971.021.09 1.39
.851.21
SECTION.
50
1.382.84.75
2.19
_2.281.401.40
1.981.85
1.02.94
1.031.631.551.66.96
1.451.36
1.18.92
1.251.241.33
1.76
1.011.53
SAMPLE COLLECTED
PERCENT
65
0.80.81.65.69
1.01.88.75
.86
.99
.76
.83
.73
.85
.86
.81
.70
.81
.79
.80
.73
.77
.80
.88
.90
.78
.78
AT GIVEN
65
1.773.04.88
3.09
_2.631.661.81
2.422.16
1.271.04
1.422.831.902.051.14
1.701.62
1.521.10
1.661.661.56
2.15
1.191.91
AT THIS
FINER BY NUMBER OF PARTICLES
75
0.88.97.70.73
1.161.00.83
.991.21
.83
.90
.79
.96
.97
.92
.77
.90
.88
.90
.79
.85
.90
.98
1.04
.86
.89
PERCENT
75
2.063.19.98
3.37
_2.941.922.07
2.692.38
1.431.13
1.672.952.452.311.35
1.941.82
1.781.30
1.992.491.76
2.62
1.312.20
SECTION
84
1.001.26.77.80
1.431.22.95
1.201.46
.94
.98
.881.111.141.16.87
1.041.05
1.02.88
.971.031.17
1.24
.981.08
FINER BY
84
2.453.371.463.45
_3.402.112.36
3.092.65
iTis1.25
2.243.103.372.631.92
2.792.56
2.051.62
2.332.872.02
3.17
1.492.48
90
1.151.50.84.87
1.661.371.17
1.521.67 1.081.05
.991.271.331.41.99
1.271.24 1.15.98
1.101.141.34 1.46
1.101.31
HEIGHT
90
2.723.452.023.52
_3.482.252.57
3.402.90
l7671.38
3.403.233.452.973.42
3.172.87
2.201.90
2.762.942.12
3.41
1.702.69
95
1.531.90.93.98
2.411.621.47
1.942.06 1.311.16
1.161.551.621.711.11
1.561.50
1.431.12
1.371.331.57
1.80
1.271.61
95
3.463.562.093.61
_3.582.412.84
3.513.24
2.041.54
3.513.403.553.403.53
3.452.96
2.852.91
3.473.022.26
3^52
1.753.43
251
TABLE 186.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0220, EAST FORK RIVER, WYOMING, 1980
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.42.49.44.49
_.52.45.43
.50
.47
.46
.45
.52
.51
.49
.47
.43
.45
.44
.46
.45
.46
.50
.49
.49
.51
.44
.45
5
0.72.59.56.55
_.69.57.57
.73
.70
.54
.52
.66
.63
.60
.63
.65
.60
.58
.56
.56
.55
.69
.65
.65
.62
.65
.57
SIZE, IN MILLIMETERS,
16
0.52.56.52.55
_.60.54.51
.60
.56
.53
.52
.62
§97.56.52.53
.52
.53
.52
.53
.59
.58
.59
.58
.55
.53
GRAIN
16
1.18.69.70.63
_.94.70.72
.991.00.64.61.80
.76
.73
.80
.95
.80
.72
.67
.68
.66
.95
.84
.81
.73
.86
.71
25
0.57.60.56.58
_.65.59.56
.65
.62
.57
.56
.67
.63
.61
.61
.58
.57
.57
.57
.57
.57
.64
.63
.64
.62
.61
.57
SIZE,
25
1.60.79.81.68
_1.13.78.85
1.221.25.70.66.89
.86
.83
.961.23.99
.84
.76
.78
.73
1.15.98.94
.83
1.02.86
35
0.63.63.60.62
_.69.64.61
.71
.67
.60
.60
.72
.67
.64
.66
.63
.62
.62
.60
.61
.60
.69
.67
.69
.66
.67
.61
AT GIVEN PERCENT
50
0.71.68.67.66
_.79.71.68
.80
.77
.66
.65
.81
.74
.70
.73
.70
.68
.68
.65
.67
.66
.79
.76
.78
.72
.76
.68
IN MILLIMETERS, AT
35
2.15.91.95.74
_1.31.86.99
1.571.52.80.72.98
1.00.98
1.141.441.18
1.04.89
.89
.84
1.341.141.06
.94
1.201.00
50
2.861.111.34.86
_1.57.99
1.21
2.021.86.93.81
1.14
1.251.211.431.891.53
1.291.20
1.111.02
1.581.381.25
1.15
1.581.20
65
0.82.76.74.72
_.95.80.78
.93
.91
.72
.71
.91
.83
.79
.83
.84
.78
.77
.71
.75
.72
.95
.88
.90
.81
.87
.78
GIVEN
65
3.001.452.00.97
_2.011.241.71
2.472.391.10.93
1.32
1.501.591.722.262.39
1.551.78
1.361.43
1.851.751.45
1.39
1.941.46
FINER BY NUMBER OF PARTICLES
75
0.96.85.82.80
_1.11.87.87
1.061.06.82.76.99
.92
.87
.95
.99
.89
.85
.78
.83
.80
1.111.001.02
.90
.99
.89
PERCENT
75
3.111.732.411.07
_2.131.351.90
2.882.671.251.061.47
1.691.901.912.562.64
1.752.19
1.611.62
2.111.971.62
1.72
2.311.75
84
1.21.95.91.89
_1.30.97
1.01
1.261.30.92.83
1.12
1.071.001.131.251.05
1.04.88 .95.90
1.331.161.17
1.02
1.151.04
FINER BY
84
3.232.382.461.20
_2.271.502.17
3.383.071.431.281.68
1.962.382.182.853.40
1.983.07
1.841.87
2.682.311.99
1.97
2.431.93
90
1.501.071.02.97
_1.501.131.13
1.571.571.01.91
1.25
1.251.131.321.491.21
1.22.98
1.091.00
1.511.311.31
1.17
1.331.18
HEIGHT
90
3.352.442.511.35
_2.391.642.45
3.463.391.531.432.03
2.102.582.492.923.47
2.163.38
3.383.40
3.032.592.11
2.04
2.482.09
95
2.311.301.311.09
_1.891.311.37
2.071.911.191.041.41
1.501.411.612.031.50
1.481.22 1.291.19
1.751.621.51
1.37
1.741.38
95
3.472.512.571.51
_2.472.032.85
3.573.511.671.482.37
2.262.843.433.003.57
2.843.50
3.503.52
3.363.422.25
2.11
2.552.28
(1) NO SAMPLE COLLECTED AT THIS SECTION.
252
TABLE 187.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0257, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23(2)6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29 ( 1 )5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23(2)6-256-276-29(1)
5
0.44.40.48.54
_.48.50.46
.60
.45
.47
.48
.48
.47
.47
.42
.44
.41
.44
.50
.50
.49
.48
.48
.47
.51
.49
.47
5
0.58.50.58.63
_.55.63.58
.77
.54
.61
.58
.59
.66
.65
.60
.53
.53
.58
.66
.61
.66
.59
.59
.60
.72
.62
.69
16
0.52.48.56.61
_.55.58.54
.69
.53
.56
.56
.56
.57
.56
.51
.51
.49
.51
.59
.57
.58
.56
.56
.55
.60
.56
.56
GRAIN
16
0.73.63.69.75
_.64.77.72
.98
.65
.76
.69
.72
.87
.83
.83
.65
.69
.74
.85
.73
.86
.70
.72
.741.00
.781.05
(1) NO SAMPLE COLLECTED AT(2) SIZE DATA NOT
25
0.56.52.60.65
_.58.63.59
.75
.57
.60
.60
.60
.62
.61
.55
.55
.53
.56
.64
.62
.63
.60
.60
.60
.65
.61
.61
SIZE,
25
0.87.72.77.84
_.69.88.83
1.11.71.88.77.81
1.03.97
1.12.72.82
.89
.99
.831.00.79
.81
.831.24
.941.36~
35
0.61.57.64.69
_.61.67.63
.81
.61
.65
.64
.65
.67
.67
.60
.59
.58
.60
.69
.66
.68
.64
.65
.65
.70
.65
.66
AT GIVEN PERCENT
50
0.67.63.71.77
_.66.75.70
.92
.67
.73
.70
.71
.76
.75
.67
.64
.64
.66
.78
.73
.77
.70
.71
.71
.80
.71
.73
IN MILLIMETERS,
35
1.09.82.85.93
. _.76
1.02.98
1.27.79
1.00.86.92
1.271.171.41.83
1.01
1.131.13.93
1.19.89
.911.011.45
1.121.63
50
1.501.08.99
1.07
_.88
1.231.15
1.54.91
1.161.011.08
1.521.541.791.041.37
1.601.391.181.481.11
1.101.272.04
1.481.95
65
0.75.70.79.86
_.71.84.79
1.05.74.84.78.80
.87
.86
.76
.70
.71
.74
.90
.81
.89
.78
.79..79.93
.81
.86
AT GIVEN
65
1.851.361.201.23
_1.071.391.43
1.811.081.461.221.36
1.941.932.221.361.73
2.381.701.421.821.34
1.461.572.54
1.732.46
FINER BY NUMBER OF PARTICLES
75
0.83.77.86.95
_.77.96.89
1.17.81.94.86.88
.98
.95
.86
.78
.80
.821.02.89.99.85
.87
.871.08
.931.04
PERCENT
75
2.221.581.341.40
_1.481.721.65
2.081.231.661.341.63
2.232.252.561.641.98
2.522.111.552.121.51
1.731.782.85
1.862.80
84
0.97.86.96
1.05
_.84
1.121.04
1.36.90
1.06.97.99
1.211.111.09.89.94
.951.16.99
1.17.97
.981.031.28
1.101.33
FINER BY
84
2.881.771.501.70
. _1.662.002.00
2.541.411.961.522.37
2.692.592.921.992.33
2.692.351.712.421.73
1.992.043.00
2.013.37
90
1.151.031.091.15
_.92
1.251.15
1.54.99
1.161.121.09
1.401.321.351.001.14
1.121.341.211.371.14
1.091.171.47
1.331.61
HEIGHT
90
2.941.911.651.80
_1.922.052.31
2.761.872.281.692.90
3.432.893.152.142.54
2.872.501.942.56 .1.95
2.212.283.13
2.183.45
95
1.511.291.281.32
_1.051.391.37
1.791.151.431.291.24
1.621.721.751.221.49
1.441.621.431.661.35
1.351.481.95-
1.691.94
95
3.022.042.031.93
_2.912.112.45
3.262.053.461.752.99
3.543.373.412.352.80
3.312.672.452.752.45
2.423.453.30
2.403.56
THIS SECTION.DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION .
253
TABLE 18B.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0301, EAST FORK RIVER, HYOMING, 1980
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.40.44.47.51
.46.49.53.48
.51
.48
.49
.47
.53
.48
.48
.42
.44
.41
.48
.46
.50
.49
.45
.48
.47
.48
.46
.45
.46
SIZE, IN MILLIMETERS, AT GIVEN
16
0.49.50.55.59
.54.57.67.57
.58
.56
.55
.54
.60
.56
.56
.50
.51
.49
.54
.54
.60
.60
.52
.56
.56
.57
.53
.53
.54
25
0.54.54.60.63
.58.62.75.63
.62
.62
.59
.58
.64
.60
.60
.55
.55
.53
.58
.59
.65
.66
.56
.61
.61
.63
.57
.58
.59
35
0.58.58.64.67
__.63.66.82.68
.65
.66
.63
.61
.68
.64
.65
.59
.59
.58
.62
.63
.70
.74
.60
.65
.65
.68
.61
.63
.63
50
0.65.63.70.74
_.69.74.95.78
.71
.74
.68
.67
.74
.70
.71
.65
.65
.64
.67
.70
.79
.87
.65
.72
.73
.78
.66
.70
.69
PERCENT
65
0.74.68.79.61
__.77.87
1.10.93
.81
.84
.76
.73
.83
.81
.81
.72
.71
.70
.73
.79
.891.03.71
.83
.86
.90
.73
.80
.77
FINER BY
75
0.83.74.87.91
.85.99
1.251.07
.92
.92
.85
.82
.92
.90
.91
.80
.78
.78
.80
.87
.991.22.77
.96
.981.00
.79
.90
.85
NUMBER
84
0.97.82.97
1.05
_1.071.151.451.25
1.101.02.97.91
1.08
1.001.07.90.89.88
.931.001.151.48.84
1.131.171.15
.87
1.04.94
OF PARTICLES
90
1.11.93
1.101.22
1.281.371.631.44
1.311.121.151.001.26
1.121.251.001.04.99
1.121.141.361.65.93
1.301.411.35
.95
1.231.04
95
1.311.101.301.49
1.531.821.851.66
1.681.301.431.121.52
1.371.531.191.301.21
1.461.351.802.021.09
1.571.701.58
1.11
1.571.22
DATE
5-14 5-16 5-19 5-215-22(1)
5-24(1)5-265-275-285-29
5-306- 1 6- 3 6- 5 6- 7
6- 9 6-10 6-11 6-12 6-13
6-14 6-15 6-16 6-17 6-18
6-196-206-216-22(1)6-23
6-25 6-276-29(1)
GRAIN
5
0.56.50.58.63
.59
.67
.79
.66
.64
.60
.60
.56
.64
.61
.61
.53
.53
.51
.58
.59
.68
.75
.53
.63
.67
.65
.53
.61
.57
16
0.74.60.70.76
.74
.941.02
.89
.81
.73
.74
.66
.78
.75
.77
.67
.66
.64
.70
.73
.861.03
.64
.81
.96
.84
.64
.79
.68
25
0.90.66.78.84
.861.141.161.06
1.00.82.88.74.89
.87
.90
.76
.75
.71
.80
.841.011.26
.71
.971.21
.96
.70
.94
.76
35
1.11.72.87.99
1.101.441.331.21
1.22.91
1.05.85
1.05
.981.07
.87
.87
.82
1.00.99
1.211.47
.79
1.141.491.10
7?7
1.14.85
50
1.46.85
1.021.25
1.33
2134091602
38236767.94
1.402.161.37
.88
1.51 .99
65
2.201.051.241.52
1.68
1.32
1.01
2.101.21
ERCENT FINER BY NEIGH
75
3.14 1.20 1.41 1.66
1.B3 2.71 . 1.94 1.86
2.241.42 2.44 1.66 1.93
1.95 1.86 1.91 1.77 1.71
2.11 1.95 2.19 2.21 1.90
2.04 3.10 1.86l~22
2.38 1.39
84
3.421.41 1.61 1.90
2.073.41 2.15 2.13
2.63 1.62 2.71 2.86 2.21
2.62 2.16 2.55 2.00 1.86
2.38 2.372.51 2.44 2.97
2.33 3.40 2.22
1.40
2.49 l.BO
90
3.50 1.661.81 2.38
2.20 3.49 2.372.41
3.03 1.84 2.87 2.92 2.55
3.08 2.45 2.86 2.43 2.01
2.52 2.52 2.93 2.71 3.28
2.55 3.47 2.41
1.75
2.592.18
95
3.592.402.032.83
2.833.592.612.70
3.44
3.422.712.962.752.18
,7272392147
,84 ,58 ,49
1.88
2.722.87
(1) NO SAMPLE COLLECTED AT THIS SECTION.
254
TABLE 189.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0348, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29
5
0.47.49.48.52
.45.60.47
.51
.49
.47
.45
.53
.50
.46
.43
.42
.45
.52
.49
.46
.47
.47
.49
.49
.45
.45
.48
.44
.48
5
0.63.62.63.70
_.52.74.70
.61
.67
.54
.55
.68
.62
.65
.61
.58
.53
.67
.60
.68
.63
.60
.64
.69
.64 .54
.61
.67
.60
16
0.56.57.57.60
.52.69.57
.58
.57
.54
.53
.60
.57
.55
.52
.49
.52
.60
.57
.55
.56
.56
.57
.58
.54
.52
.57
.54
.55
GRAIN
16
0.81.76.79.95
_.62.89
1.09
.73
.88
.64
.67
.90
.78
.88
.84
.81
.63
.88
.71
.96
.84
.75
.83
.98
.84__.67
.76
.98
.72
25
0.61.62.62.64
.55.74.62
.63
.62
.58
.57
.65
.61
.60
.57
.53
.56
.64
.62
.61
.60
.61
.62
.63
.60
.56
.62
.59
.60
SIZE,
25
0.97.86.91
1.24
_.67
1.021.29
.821.08.70.75
1.08
.911.051.071.24.70
1.03.79
1.141.03.84
.981.181.01
.75
.881.19.83
35
0.66.66.66.68
.59.79.67
.67
.67
.61
.61
.69
.65
.65
.61
.57
.60
.68
.66
.66
.65
.66
.66
.68
.65
.59
.67
.64
.64
AT GIVEN PERCENT
50
0.73.73.74.76
.64.88.77
.73
.74
.67
.67
.77
.70
.74
.68
.62
.65
.77
.73
.76
.71
.74
.74
.78
.74
.65
.75
.73
.69
IN MILLIMETERS,
35
1.16.99
1.041.60
_.74
1.141.50
.911.40.77.83
1.33
1.081.261.322.39.76
1.23.88
1.351.21.93
1.181.411.18
.88
.991.44.98
50
1.461.301.272.05
_.85
1.321.79
1.041.76.89
1.031.71
1.511.701.752.76.89
1.591.011.721.511.13
1.391.771.40
1.13
1.181.831.24
65
0.83.82.85.87
.69
1.01.99
.83
.84
.73
.75
.88
.81
.87
.78
.68
.71
.88
.82
.92
.84
.83
.85
.93
.85
.71
.87
.88
.78
AT GIVEN
65
1.831.601.732.38
_1.141.552.08
1.212.211.031.252.17
1.822.002.843.431.20
2.461.182.171.811.38
1.952.362.03 1.72
1.322.321.60
FINER BY NUMBER OF PARTICLES
75
0.95.90.95
1.00
.74
1.111.19
.91
.96
.80
.81
.99
.90
.98
.89
.75
.76
.97
.901.06.99.91
.961.07.98
.78
.981.04.86
PERCENT
75
2.071.761.942.51
_1.391.832.37
1.442.811.181.582.52
2.052.483.093.481.52
3.281.332.532.061.64
2.182.682.47 2.09
1.442.491.85
84
1.131.051.071.25
.81
1.251.41
1.011.14.89.93
1.16
1.031.171.07.86.83
1.131.001.231.171.01
1.131.271.13
.88
1.131.251.00
FINER BY
84
2.241.892.212.66
_2.482.152.78
1.842.891.401.883.14
2.262.803.373.551.88
3.441.552.852.391.83
3.382.872.60
2.26
1.562.632.39
90
1.331.261.201.62
__.89
1.381.67
1.101.43.98
1.051.40
1.211.341.281.02.93
1.301.111.441.381.17
1.271.501.27
.99
1.261.511.15
HEIGHT
90
2.392.012.402.80
_2.782.372.89
2.322.961.552.093.42
2.862.893.453.612.26
3.511.822.912.452.00
3.462.932.72
3.39
1.672.762.58
95
1.661.571.492.18
1.061.591.96
1.251.771.131.211.74
1.631.781.601.411.13
1.551.271.801.681.38
1.511.851.49
1.18
1.421.911.40
95
2.472.082.483.28
_2.922.662.98
2.463.031.792.333.53
2.952.983.563.692.91
3.612.243.002.522.24
3.563.023.41
3.50
1.812.902.84
(1) NO SAMPLE COLLECTED AT THIS SECTION.
255
TABLE 190.- SUMHARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0421, EAST FORK RIVER, HYOHING, 1980
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.43.48.48.45
_.55.58.48
.52
.42
.44
.48
.49
.42
.43
.44
.47
.48
.51
.46
.49
.44
.46
.45
.43
.44
.47
.49
.46
5
0.58.67.62.57
_.65.73.62
.65
.52'.55
.56
.58
.53
.58
.58
.65
.74
.63
.59
.59
11'.53 .58
.80
.60
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.52.57.56.54
_.62.66.56
.59
.49
.51
.54
.56
.50
.51
.51
.54
.58
.59
.57
.57
.53
.54
.51
.51
.51
.54
.61
.55
GRAIN
16
0.75.85.77.70
_.77.94.76
.80
.64
.61
.64
.66
.77
.66
.75
.691.00
.841.13.80.77.73
.70
.69
.65
.71
1.12.75
25
0.58.63.61.59
_.66.71.61
.63
.54
.54
.58
.60
.55
.55
.55
.58
.63
.64
.63
.62
.58
.58
.55
.55
.55
.59
.67
.61
SIZE,
25
0.861.00.88.77
_.87
1.07.87
.92
.72
.67
.69
.72
.99
.75
.91
.791.35
.971.41.95.90.87
.84
.80
.72
.80
1.36.84
35
0.63.68.66.64
_.69.78.66
.67
.57
.58
.61
.64
.59
.59
.60
.62
.68
.68
.69
.66
.63
.62
.59
.59
.58
.63
.76
.66
50
0.70.76.73.71
_.77.88.72
.73
.63
.63
.65
.69
.66
.65
.66
.67
.76
.78
.79
.73
.70
.68
.64
.65
.63
.68
.91
.74
IN MILLIMETERS, AT
35
1.001.261.03.84
_.99
1.181.00
1.11.85.73.76.78
1.26.87
1.23.94
1.72
1.111.6B1.121.041.00
1.17.95.85
.93
1.54.94
50
1.291.611.29.97
_1.121.481.34
1.541.10.88.93.89
1.701.091.861.162.07
1.301.991.451.321.33
1.681.291.22
1.24
1.801.13
65
0.79.85.82.78
_.88
1.01.82
.83
.69
.68
.70
.77
.74
.72
.73
.74
.86
.91
.95
.83
.81
.78
.69
.73
.68
.76
1.09.83
GIVEN
65
1.672.181.591.18
_1.281.871.64
2.051.601.051.221.01
2.101.432.511.562.88
1.582.461.751.761.73
2.321.691.63 1.54
2.071.40
FINER BY NUMBER OF PARTICLES
75
0.87.95.91.84
_.99
1.11.91
.91
.76
.74
.76
.84
.83
.80
.80
.81
.99
1.021.15.94.91.87
.76
.80
.74
.83
1.31.91
PERCENT
75
2.172.841.881.69
_1.442.191.82
2.311.871.291.511.08
2.281.632.712.083.12
1.912.69
2 082.29
2.541.932.16
1.80
2.241.71
84
0.991.131.06.92
_1.101.251.03
1.03.87.84.83.93
1.02.91.91.96
1.25
1.181.441.101.03.98
.86
.93
.82
.95
1.551.02
FINER BY
84
2.482.902.232.39
_1.652.452.02
2.422.171.931.871.17
2.591.963.412.273.38
2.143.012.362.332.73
2.762.362.85 2.35
2.582.01
90
1.141.321.231.00
_1.201.441.24
1.24.98.92.95
1.01
1.261.041.041.081.61
1.311.731.301.141.13
1.071.07.99
1.12
1.761.15
HEIGHT
90
2.752.962.632.45
_2.062.562.13
2.482.402.342.031.34
2.852.043.482.503.46
2.313.342.642.542.88
2.872.432.92 2.81
3.242.13
95
1.381.611.471.15
_1.361.771.59
1.641.191.041.161.10
1.541.321.391.271.98
1.552.121.631.481.46
1.461.411.23
1.39
2.061.38
95
3.463.043.452.52
_2.832.722.27
2.542.482.922.091.67
2.952.113.582.863.56
2.703.483.432.822.97
2.972.513.00 3.48
3.472.29
(1) NO SAMPLE COLLECTED AT THIS SECTION.
256
TABLE 191.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0460, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-14 05-165-195-215-22 ( 1 )
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29 ( 1 )
DATE
5
.51
.48
.50
.46
.57.55.50
.44
.45
.56
.52
.47
.41
.49
.49
.54
.53
.50
.48
.45
.46
.44
.48
.48
.44
.46
5
5-14 0.615-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
(1) NO SAMPLE(2) SIZE DATA
.61
.62
.59
.71.76.65
.55
.60
.68
.62
.58
.53
.63
.66
.68
.78
.74
.63
.61
.54
.58
.61
.56
.71
.58
16
0.59.57.59.53
_.66.64.59
.52
.53
.65
.59
.55
.49
.58
.58
.62
.65
.61
.56
.53
.52
.51
.56
.55
.54
.54
GRAIN
16
0.73.74.75.73
.87
1.06.84
.68
.78
.80
.72
.70
.68
.77
.89
.87
1.021.02 .80.80
.64
.75
.76
7*6
1.01.71
COLLECTED ATNOT
25
0.63.61.63.58
.72.69.64
.57
.57
.71
.63
.59
.53
.63
.63
.67
.72
.67
.61
.57
.56
.56
.61
.60
.61
.58
SIZE,
25
0.82.86.83.84
.95
1.26.98
.76
.95
.86
.81
.77
.82
.871.041.01
1.171.16 .97.99
.70
.95
.86
.72
1.28.84
THISDETERMINED FOR
35
0.67.65.68.62
_.78.75.69
.62
.61
.76
.67
.64
.57
.68
.68
.72
.79
.74
.65
.62
.60
.60
.65
.64
.67
.63
AT GIVEN
50
0.74.72.75.68
.88.85.79
.69
.67
.82
.72
.70
.63
.76
.78
.82
.92
.88
.72
.68
.65
.65
.72
.69
.79
.69
IN MILLIMETERS,
35
0.91.95.94.99
1.041.451.08
.831.42
.95
.90
.851.04.98
1.201.18
1.311.36
1.201.26
.781.291.00
.77
1.59.97
SECTION.SAMPLE
50
1.071.121.091.80
1.191.831.24
1.001.B1
1.071.06
1.051.431.161.461.36
1.571.61
§26.99
1.671.29
.87
1.891.12
COLLECTED
PERCENT
65
0.83.84.84.75
.97
1.04.94
.77
.75
.91
.81
.77
.69
.86
.92
.95
1.081.05
.81
.77
.70
.73
.81
.76
.93
.80
AT GIVEN
65
1.261.421.252.88
1.422.171.49
1.182.29
1.211.35
1.321.711.371.781.60
2.001.95
2.002.46
1.251.911.70
1.00
2.391.30
AT THIS
FINER BY NUMBER OF PARTICLES
75
0.92.92.95.81
1.051.211.05
.83
.81
1.00.88
.83
.77
.961.051.08
1.201.17
.92
.85
.76
.82
.89 -
.82
1.06.91
PERCENT
75
1.411.601.392.93
1.712.391.71
1.352.85
1.351.65
1.532.501.542.001.88
2.432.16
2.093.39
1.712.121.90
iTIo2.681.50
SECTION.
84
1.041.041.07.90
1.161.401.16
.95
.93 1.10.98
.95
.921.091.221.25
1.341.40 1.12.99
.83
.981.02 .91
1.321.04
FINER BY
84
1.551.841.562.98
1.982.611.88
1.583.39__1.521.83
1.782.671.752.422.41
2.842.41 2.203.47
2.112.452.30
1.23
2.932.05
90
1.161.151.18.99
1.281.651.30
1.071.13
1.201.10
1.081.081.221.401.38
1.511.58
1.331.16
.971.271.16- 1.00
1.651.15
HEIGHT
90
1.692.021.743.03
2.182.822.02
1.743.47
1.671.98
2.002.831.962.792.55
3.032.74
27293.54
2.412.862.55
l739
3.092.38
95
1.341.431.351.10
1.522.081.56
1.241.65
1.361.33
1.321.411.431.721.59
1.841.94 1.681.46
1.131.701.49
1.12
1.951.29
95
2.862.092.013.10
2.412.932.09
1.883.57
2.102.86
2.073.482.212.922.74
3.303.27 -2.413.63
2.492.962.83
l752
3.313.48
257
TABLE 192.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0516, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22 ( 1 )6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-19 6-206-216-22(1)6-23
6-256-276-29(1)
5
0.44.48.48.47
_.51.47.49
.45
.49
.48
.49
.44
.44
.48
.49
.49
.46
.46
.46
.47
.47
.43
.49 .49
.50
.43
5
0.58.60.58.57
_.70.61.70
.60
.62
763.67
.62
.58
.61
.72
.83
.69
.74
.63
.58
.52
.52
.63
7*4
.62
.52
16
0.53.57.56.55
__.61.56.60
.54
.57
.57
.58
.52
.52
.56
.60
.61
.56
.57
.55
.54
.53
.50
.57
.58
.57
.51
GRAIN
16
0.74.73.69.69
.91.77.93
.77
.78-
.79
.89
.85
.76
.77
.971.21
.971.05
.83
.70
.60
.64
.79
.80
.78
.64" *
(1) NO SAMPLE COLLECTED AT(2) SIZE DATA NOT
25
0.59.62.60.59
_.67.61.66
.60
.62
.63
.63
.57
.56
.60
.65
.68
.62
.63
.59
.58
.56
.54
.61
.63
.61
.54
SIZE,
25
0.85.81.80.76
__1.05.87
1.06
.88
.90
.901.14
1.09.91.89
1.151.49
1.221.30 1.01.83
.64
.71
.95
.93
.92
.71_
THISDETERMINED FOR
35
0.64.66.64.64
_.73.66.73
.65
.67-
.68
.68
.62
.61
.65
.71
.76
.67
.69
.64
.62
.59
.58
.65
.68
.65
.58
AT GIVEN PERCENT
50
0.72.73.69.70
_.83.74.86
.73
.75
.76
.76
.69
.67
.71
.84
.89
.79
.82
.71
.68
.64
.63
.71
.76
.72
.64
IN MILLIMETERS, AT
35
0.95.90.91.85
1.19.97
1.24
.981.02 1.041.34
1.301.081.031.341.74
1.421.57l~23
.97
.68
.821.14
1.07
1.08 .82
SECTION.SAMPLE
50
1.151.101.061.00
_1.461.141.49
1.211.23
1.251.68
1.691.581.331.682.13
1.661.90
l7561.21
.76 1.051.60
l733
1.30 1.02
65
0.83.81.79.78
_.97.85.98
.85
.87
.86
.87
.80
.77
.81
.981.08
.94
.97
.82
.77
.68
.69
.79
.86
.82
.70
GIVEN
65
1.331.341.281.16
_1.711.411.66
1.381.45
1.492.01
2.162.121.861.992.58
1.992.20
27l41.48
.88 1.362.51
1.68
1.54 1.33
COLLECTED AT THIS
FINER BY
75
0.92.89.89.85
_1.09.93
1.12
.94
.97
.971.01
.94
.86
.901.121.29
1.121.15
.93
.88
.73
.76
.87
.96
.95
.77
PERCENT
75
1.481.491.461.47
_1.891.871.78
1.591.56
1.682.28
2.532.502.232.272.87
2.232.41
27721.65
1.02 1.662.86
27<>7
2.03 1.56
SECTION.
NUMBER OF PARTICLES
84
1.051.00.99.96
_1.261.031.39
1.081.13
1.121.26
1.13.97
1.011.311.58
1.371.40 1.111.02
.79
.851.02
1.10
1.10.87
FINER BY
84
1.681.661.711.60
_2.172.151.93
1.861.69
27oi2.47
2.902.822.532.693.07
2.512.56
3.381.82
i:!i3.05
2741
2.362.14
90
1.211.191.121.05
_1.461.151.54
1.241.31- 1.281.46
1.331.121.141.521.86
1.571.75
1.281.19
.86
.981.14
l725
1.25.99
HEIGHT
90
2.091.751.851.79
_2.642.312.03
2.061.89 2.122.58
3.133.182.732.993.26
2.782.70
37461.98
1.37 2.663.23
2756
3.163.41
95
1.391.411.321.19
_1.711.351.74
1.401.51
1.501.83
1.681.541.391.852.38
1.902.11 1.551.46
1.001.191.45
1.54
1.451.17
95
2.281.872.022.88
_2.912.442.09
2.252.05
2.262.74
3.403.453.453.323.44
3.282.86
3.562.85
1.46 2.903.42
2778
3.44 3.52
258
TABLE 193.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0556, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)£*. C6-7
6- 96-106-116-126-13
6-146-156-16 ( 1 )6-176-18
6-19 6-206-216-22(1)6-23
6-256-276-29(1)
5
0.43.50.42.50
_.56.47.47
.51
.46
.45
.48
.49
.48
.51
.47
.47
.42
.44
.45
.44
.46
.46
.50
.48
.43
.47
5
0.57.70.68.62
__.73.60.62
.62
.59
.52
.56
.63
.59
.68
.74
.69
.65
.58
Tii.53
;f2
.72
.72
.63
.56
(1) NO SAMPLE COLLEC(2) SIZE DATA NOT Dl
16
0.53.58.53.57
_.64.54.55
.58
.54
.52
.56
.57
.56
.60
.56
.57
.51
.52
.51
.51
.52
.55
.60
.58
.52
.55
GRAIN
16
0.71.94.98.74
.93.75.79
.74
.75
.62
.66
.79
.71
.871.13.91
1.00.74 .61.65
.60
.79
.96
1.06
.86
.67
:TED AT
25
0.58.63.59.61
_.69.59.60
.63
.59
.56
.59
.62
.60
.66
.62
.63
.56
.56
.55
.56
.55
.60
.66
.63
.58
.59
SIZE,
25
0.821.221.23.84
1.08.89.93
.83
.87
.67
.72
.93
.811.011.401.10
1.29.90
.67
.72
.65
.921.16
1.29
1.10.73
THISETERMINED FOR
35
0.63.68.66.65
.75.63.65
.67
.64
.60
.63
.66
.64
.71
.67
.69
.61
.60
.58
.60
.58
.66
.72
.68
.63
.63
AT GIVEN PERCENT
50 65
0.71 0.82.75.76.71
.85.69.72
.74
.71
.66
.69
.73
.71
.81
.78
.78
.68
.66
.63
.66
.63
.74
.81
.78
.70
.69
IN MILLIMETERS, AT
35
0.931.601.48.98
1.391.141.06
.95
.98
.73
.80
1.11.91
1.201.751.32
1.601.11
.75
.79
.70 1.071.43
1.61
1.39.80
SECTION.SAMPLE
50
1.072.371.831.32
1.741.471.27
1.211.18
.82
.91
1.351.101.432.191.66
1.961.72
.92
.92
.83 1.311.87
2.01
1.79.94
COLLECTED AT
.84
.90
.78
__.95.77.84
.82
.84
.72
.76
.83
.79
.93
.93
.89
.82
.73
.68
.73
.67
.84
.93
.94
.81
.76
GIVEN
65
1.222.642.132.20
__1.991.821.82
1.381.37 .92
1.05
1.681.331.672.622.19
2.462.40
1.181.16
1.05 1.672.31
2.64
2.281.11
THIS
FINER BY NUMBER OF PARTICLES
75
0.93.95
1.06.85
1.05.84.95
.91
.94
.78
.84
.95
.881.061.111.02
.97
.81
.73
.80
.72
.941.06 1.08
.92
.82
PERCENT
75
1.352.852.353.14
2.462.032.12
1.521.53
1.011.20
1.811.531.832.872.47
2.792.56
lT521.40
1.29 1.952.64
3.40
2.551.28
SECTION,
84
1.061.131.31.94
1.251.051.07
1.091.07
.85
.92
1.151.001.261.361.21
1.21.96 .83.89
.791.091.25
1.28
1.12.92
FINER BY
84
1.463.002.433.42
2.612.262.38
1.691.73 1.211.34
1.971.792.063.002.75
2.982.75
lT911.53
2.16 2.612.86
3.47
2.821.55
90
1.171.401.601.06
1.571.271.17
1.271.22 .91
1.01
1.321.121.441.711.41
1.511.10
.93
.98
.871.241.50
lT54
1.371.02
HEIGHT
90
1.543.142.483.50
_2.742.402.44
1.731.99 1.361.44
2.042.502.413.123.42
3.142.87
2.291.65
2.38 2.862.93
3.54
3.441.77
95
1.342.052.001.26
1.851.681.40
1.471.41 1.001.19
1.651.321.702.231.76
1.911.51
1.091.21
1.021.441.93 1.92
1.771.18
95
1.643.332.553.59
_2.892.492.51
1.782.23 2.411.54
2.112.862.703.293.53
3.352.96
2.921.85
2.93 2.953.01
3.63
3.551.98
259
TABLE 194.- SUMHARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0602, EAST FORK RIVER, WYOMING, 1980
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-17 6-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.44.45.49.49
.41.44.43
.47
.42
.46
.47
.48
.45
.44
.50
.46
.43
.44
.43
.45
.48
.42
.50
.56
.49
.45
.49
5
0.69.54.68.59
.50.50.52
.53
.48
.52
.54
.60
.55
.53
.78
.66
.66
.57
.58
.52
.62
.49
.66
.76
.64
.69
.62
SIZE, IN MILLIMETERS, AT
16
0.55.52.58.57
.49.50.51
.53
.49
.53
.54
.55
.53
.52
.60
.55
.53
.51
.51
.51
.56
.49
.59
.63
.57
.55
.57
GRAIN
16
0.94.65.90.69
.61.61.65
.62
.57
.62
.64
.75
.67
.641.11.91.89
.72
.75
.62
.77
.59
.871.17
.82
.99
.77
25
0.61.56.64.61
_.53.54.55
.56
.53
.56
.58
.60
.57
.56
.66
.60
.60
.56
.56~55
.61
.54
.64
.67
.61
.61
.61
SIZE, IN
25
1.19.71
1.07.77
.68.67.72
.68
.62
.67
.69
.88
.75
.701.381.141.08
.87
.88
.68
.89
.64
.981.45
1.03
1.19.91
35
0.67.60.69.64
_.57.57.60
.60
.56
.60
.62
.64
.61
.60
.72
.65
.66
.60
.61
759.65
.57
.69
.71
.65
.67
.65
GIVEN PERCENT
50
0.75.65.78.70
_.63.62.66
.64
.62
.65
.68
.70
.67
.66
.85
.73
.75
.66
.68
.64
.72
.63
.80
.81
.71
.77
.71
MILLIMETERS, AT
35
1.53.80
1.28.86
.77.75.80
.74
.67
.73
.751.05
.86
.781.651.421.29
1.111.06
.75 1.04
.701.121.75
l725
1.361.06
50
2.171.001.701.03
.92.96.96
.88
.76
.84
.841.27
1.04.88
2.082.031.62
1.461.36
.89 1.29
.781.312.13
1.58
1.761.39
65
0.84.72.90.78
.70.68.74
.69
.67
.71
.74
.80
.74
.741.01.84.88
.73
.77
.70
.83
.69
.92
.96
.82
.93
.81
GIVEN
65
2.721.232.001.29
1.091.211.18
1.06.86.95.94
1.58
1.26.99
2.432.531.94
1.751.83
1.14 1.58
.901.612.49
1.88
2.361.83
FINER BY NUMBER OF PARTICLES
75
0.96.78
1.02.85
_.78.73.81
.76
.72
.78
.80
.91
.83
.811.17.96
1.01
.82
.86
.76
.93
.741.021.20
?95
1.08.91
PERCENT
75
3.381.412.171.50
1.221.431.33
1.30.97
1.051.051.80
1.481.162.712.952.21
1.872.44
1.31 1.79
1.042.052.68
27l8
2.872.12
84
1.13.88
1.21.96
__.89.84.91
.84
.79
.87
.871.07
.95
.881.461.141.21
1.01.99
.841.09
.801.181.49
l7l4
1.261.04
FINER BY
84
3.461.752.381.68
1.351.651.45
2.111.201.171.222.00
1.781.513.253.272.87
2.062.87
iTss2.01
1.232.932.95
3.38
3.202.45
90
1.361.021.431.08
_1.00.97
1.05
.92
.85
.95
.941.22
1.08.95
1.761.371.40
1.211.18
.941.26
.881.291.83
1.36
1.411.18
HEIGHT
90
3.531.852.521.72
1.581.811.50
2.341.421.351.312.38
2.011.743.433.423.10
2.423.23
lift1.373.163.28
3.46
3.402.86
95
1.761.211.861.35
_1.151.171.26
1.04.96
1.061.081.46
1.271.062.241.941.76
1.611.41
1.151.50
1.011.462.38
1.68
1.791.50
95
3.621.992.711.77
2.392.391.58
2.921.561.521.462.83
2.082.393.543.533.39
2.493.46
2.39 2,43
1.453.413.47
3.56
3.522.96
(1) NO SAMPLE COLLECTED AT THIS SECTION.
260
TABLE 195.- SUHMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0653, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS, AT GIVEN PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
5
0.45.46.50.48
_.43.45.47
.47
.49
.50
.53
.47
.46
.52
.48
.44
.47
.44
.44
.45
.48
.47
.46
.48
747
.43
.47
5
0.51.52.61.58
_.49.52,54
.58
.54
.61
.62
.61
.56
.68
.65
.55
.50 54 .55
.68
.67
.74
766
.61
.58
16
0.52.53.58.55
_.49.51.54
.56
.55
.58
.60
.55
.54
.61
.56
.51
.53
.50
.51
.53
.56
.59
.55
.57
.56
.52
.56
GRAIN
16
0.60.61.72.69
__.59.62.63
.70
.63
.74
.73
.77
.69
.89
.83
.66
.64
.59
.68
.67
.71
.89
.971.20
7JJ9
.82
.70
25
0.55.56.62.59
__.53.55.58
.61
.58
.63
.64
.59
.59
.66
.60
.55
.57
.54
.54
.57
.60
.65
.60
.62
.61
.57
.60
SIZE,
25
0.65.66.81.77
_.65.67.68
.78
.67
.82
.80
.91
.761.031.03.77.70
.64
.80
775.79
1.031.271.72
l7o7
1.00.77
35
0.59.60.66.63
__.56.59.61
.65
.61
.68
.68
.63
.63
.71
.65
.59
.60
.57
.58
.61
.65
.72
.65
.67
.66
.62
.65
50
0.64.65.73.68
.60.64.67
.72
.66
.75
.75
.69
.70
.82
.71
.65
.65
.62
.62
.67
.72
.82
.72
.75
.75
.69
.72
IN MILLIMETERS,
35
0.70.71.90.87
_.70.74.74
.85
.72
.90
.881.10
.841.181.37.90.79
.691.07
.84
.88
1.181.601.94
l726
1.23.84
50
0.82.81
1.071.08
_.93.88.84
.99
.831.031.001.51
.971.401.971.32.96
.782.15
1.101.03
1.362.022.24
1.63
1.81.98
65
0.70.71.82.76
.65.69.73
.80
.71
.84
.83
.79
.78
.96
.80
.71
.71
.67
.68
.73
.80
.97
.82
.90
.88
.79
.80
AT GIVEN
65
0.93.90
1.281.35
_1.351.16.94
1.18.96
1.251.171.90
1.141.662.892.151.20
.942.85
1.491.19
1.562.322.71
l797
2.441.14
FINER BY
75
0.77.78.90.82
.68.74.80
.87
.77
.91
.90
.88
.851.09.88.77.78
.71
.73
.79
.88
1.11.97
1.09
1.01
.89
.87
PERCENT
75
1.02.98
1.421.74
_2.831.421.02
1.391.071.521.432.26
1.371.823.102.411.49
1.122.91
1.801.39
1.732.843.00
2.26
2.841.30
NUMBER OF PARTICLES
84
0.86.86
1.00.95
.75.82.88
.97
.86
.99
.991.02
.951.271.01.86.87
.78
.82
.881.00
1.271.191.37
1.16
1.03.97
FINER BY
84
1.141.081.682.09
_2.901.671.12
1.561.221.751.672.49
1.542.013.352.521.73
1.522.96
2.851.69
1.933.113.27
2.77
3.031.47
90
0.94.92
1.171.07
.83.90.96
1.08.94
1.101.081.20
1.051.451.20.96.99
.84
.95
1.011.09
1.411.511.88 1.39
1.171.08
HEIGHT
90
1.211.171.722.19
_2.963.441.21
1.691.311.892.352.62
1.682.103.442.611.81
1.933.02
2.912.05
2.313.363.42
3.44
3.211.60
95
1.061.021.351.26
1.001.041.06
1.281.081.321.221.60
1.211.721.591.151.18
.991.18 1.221.25
1.621.982.28 1.72
1.581.25
95
1.251.291.782.33
_3.043.551.34
1.751.482.192.462.81
1.962.233.552.741.93
3.383.08
3.002.29
2.463.483.53
3.54
3.411.80
(1) NO SAMPLE COLLECTED AT THIS SECTION.
261
TABLE 196.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0708, EAST FORK RIVER, HYOMING, 1980 <
GRAIN SIZE, IN MILLIMETERS, AT GIVEN PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 1- 3- 5- 7
- 9-10-11-12
6-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-25 6-276-29(1)
5
0.46.53.50.56
_.43.47.48.53
.48
.48
.48
.51
.48
.45
.45
.48
.42
.47
.42
.46
.47
.42
.50
.47
.51
.45
.42
.48
.47
5
0.56.65.58.75
.48.54.53.61
.60
.64
.64
.63
.64
.58
.55
.65
.82
.56
.52
.56
.53
.48
.63
.66
.68
.85
.51
.67
.58
16
0.53.61.56.66
_.49.54.54.60
.57
.57
.55
.58
.57
.53
.52
.56
.53
.53
.50
.53
.53
.49
.58
.56
.59
.56
.49
.56
.54
GRAIN
16
0.68.78.67.96
.57.62.61.69
.73
.82
.87
.75
.82
.73
.67
.891.54.68
.65
.68
.62
.57
.77
.90
.911.54
.64
.97
.71
25
0.57.65.60.71
.52.58.58.63
.62
.62
.60
.62
.62
.58
.56
.60
.59
.57
.54
.58
.56
.53
.62
.62
.64
.62
.54
.61
.59
SIZE,
25
0.79.89.73
1.15
.63.67.65.78
.79
.961.08.86.98
.86
.771.111.84.76
.73
.76
.67
.63
.89
1.091.101.82- .72
1.25 .82
35
0.61.69.63.77
_.56.61.61.66
.68
.66
.64
.66
.66
.62
.59
.64
.65
.61
.58
.62
.60
.56
.66
.67
.69
.68
.58
.65
.63
50
0.66.77.68.86
__.60.66.65.71
.75
.74
.70
.72
.74
.68
.65
.70
.75
.66
.64
.68
.64
.61
.72
.75
.78
.79
.65
.71
.69
IN MILLIMETERS,
35
0.951.02.81
1.36
.68.72.69.88
.861.171.311.001.17
.98
.891.442.07.88
.85
.83
.72
.681.03
1.271.312.09 .82
1.54 .95
50
1.141.20.96
1.64
.82.81.75.99
.981.461.741.321.38
1.251.282.182.431.15
1.041.07.83.77
1.37
1.681.612.57
.99
2.05 1.15
65
0.74.86.74
1.00
_.65.71.70.83
.82
.84
.82
.80
.84
.78
.71
.81
.97
.73
.71
.75
.70
.67
.80
.88
.911.02
.72
.85
.79
AT GIVEN
65
1.361.501.181.87
1.07.95.84
1.15
1.151.722.152.001.89
1.692.312.852.711.42
1.321.35.97.92
2.44
2.062.102.98
1?24
2.83 1.38
FINER BY NUMBER OF PARTICLES
75
0.83.98.81
1.16
.69.77.75.91
.89
.95
.95
.88
.96
.87
.77
.911.25.81
.79
.81
.75
.72
.88
1.031.041.36 .79
.97
.88
PERCENT
75
1.731.701.642.07
1.291.05.91
1.26
1.312.032.493.112.25
2.053.392.962.971.74
1.581.591.161.072.99
2.272.283.25
1.51
3.43 1.62
84
1.011.10.89
1.39
_.77.84.82
1.01
.991.141.13.99
1.14
.98
.851.051.77.92
.90
.92
.83
.79
.98
1.201.241.76
.89
1.191.02
FINER BY
84
2.071.902.272.43
1.751.13.99
1.37
1.472.252.883.422.67
2.683.463.103.312.48
1.861.941.391.253.41
2.702.523.42 1.99
3.50 1.88
90
1.121.24.98
1.61
_.87.95.88
1.13
1.101.351.331.131.28
1.11.94
1.252.091.05
1.021.06.90.87
1.13
1.371.452.12 1.00
1.381.16
HEIGHT
90
2.382.032.632.85
2.001.251.031.45
1.582.463.113.493.06
2.883.533. 223.433.38
2.142.042.091.383.48
2.882.743.49 2.67
3.56 2.02
95
1.281.531.121.85
_1.061.06.98
1.27
1.291.611.731.371.49
1.371.131.752.561.28
1.241.291.021.021.32
1.821.862.83
l7l8
1.791.37
95
2.472.092.892.95
2.071.481.081.54
1.702.753.403.593.42
2.973.623.383.543.50
2.892.112.401.623.58
2.972.913.59
2.90
3.65 2.09
(1) NO SAMPLE COLLECTED AT THIS SECTION.
262
TABLE 197.- SUHMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0757, EAST FORK RIVER, HYOHING, 1980
DATE
5-145-165-19
5-22(1)
5-24(1)5-265-275-285-29(1)5-30- 1- 3- 5- 7
- 9-10-11-12-13
-14-15-16-17-18
-19-20-21-22(1)-23
-25-27
6-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
- 9-10-11-12-13
-14-15-16-17-18
-19-20-21-22(1)-23
-25-27-29(1)
GRAIN
5
0.48.55.51.56
_.47.49.48
.52
.48
.48
.52
.45
.51
.43
.42
.42
.39
.43
.46
.47
.45
.49
.47
.47
.47
.50
.51
.45
5
0.78.67.67.65
_.57.62.56
.66
.61
.58
.61
.55
.66
.54
.49
.54
.44
.58
.58
.63
.56
.65
.55
.57
.65
.65
.68
.53
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.58.63.59.62
_.54.57.55
.61
.56
.56
.59
.52
.59
.50
.49
.49
.46
.5154.56.53.58
'Is.99.56
.60
.60
.52
GRAIN
16
1.16.81.86.76
_.67.77.67
.81
.75
.69
.70
.68
.83
.68
.61
.70
.54
.78
.71
.81
.69
.83
.65
.69
.85
.80
.92
.64
25
0.64.68.64.65
_.58.61.59
.66
.61
.60
.62
.56
.63
.54
.53
.53
.50
.55
.58
.60
.57
.63
57'.59
.61
765
.64
.56
SIZE,
25
1.50.91
1.03.86
_.75.91.74
.92
.84
.76
.78
.78
.97
.80
.68
.88
.60
1.00.83.97.81.98
.72
.781.05 .91
1.11.70
35
0.70.73.69.68
_.62.65.63
.71
.65
.65
.65
.60
.68
.58
.57
!54
.59
.62
.65
.61
.68
.61
.63
.66
.70
.69
.60
50
0.81.82
.77.74
_.68.70.68
.80
.72
.71
.70
.65
.76
.64
.63
.63
.59
.65
.68
.72
.67
.76
.66
.68
.73
.78
.79
.66
IN MILLIMETERS,
35
1.791.021.23.99
_.84
1.07.82
1.03.97.84.88.91
1.141.00.75
1.09.65
1.32.95
1.20.94
1.13
.82
.881.26 1.05
1.32.79
50
2.191.201.541.23
_ _1.051.43.96
1.231.18.96
1.091.20
1.541.60.89
1.47.74
2.151.241.611.151.40
1.001.051.59
1.27
1.68.94
65
0.97.92.89.83
_.74.80.76
.90
.80
.80
.78
.72
.86
.70
.69
.70
.65
.71
.76
.80
.76
.87
.72
.76
.83
.88
.93
.72
AT GIVEN
65
2.511.391.871.47
_ _1.431.921.16
1.441.761.111.401.66
2.062.091.202.01.83
2.701.922.551.402.04
1.311.422.31
1.50
1.971.11
FINER BY NUMBER OF PARTICLES
75
1.161.021.01.93
_.81.90.83
1.00.88.87.84.79
.95
.77
.75
.80
.71
.81
.84
.89
.86
.98
.80
.84
.96
.98
1.06.80
PERCENT
75
2.731.502.131.67
__1.552.211.33
1.632.171.241.942.84
2.472.381.462.23.95
2.872.233.021.532.32
1.541.702.77_ _1.68
2.181.29
84
1.501.171.201.07
_.91
1.03.93
1.15.99.97.94.90
1.10.87.82.95.77
.94
.941.031.011.11
.90
.941.16
1.15
1.28.90
FINER BY
84
3.011.632.542.20
_1.762.751.55
1.942.621.362.042.91
2.832.981.682.681.09
2.932.743.381.702.49
1.772.123.00 1.89
2.441.54
90
1.851.311.381.23
__1.021.161.03
1.291.101.071.071.01
1.281.01.91
1.12.84
1.101.051.201.161.25
1.021.031.31
1.31
1.531.02
HEIGHT
90
3.281.782.962.54
_2.083.162.02
2.042.881.492.092.97
2.903.341.952.881.21
2.992.893.461.982.61
1.963.383.18
2.08
2.721.72
95
2.341.481.761.44
1.361.481.21
1.501.301.231.301.22
1.681.381.081.43.97
1.461.271.411.411.55
1.291.211.59
iTss1.921.16
95
3.462.043.402.82
_2.323.442.09
2.112.971.702.143.04
2.993.482.922.971.29
3.062.983.562.072.77
2.323.503.40
2.34
2.901.89
(1) NO SAMPLE COLLECTED AT THIS SECTION.
263
TABLE 198.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0808, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS, AT GIVEN PERCENT
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-226-23
6-256-276-29
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-226-23
6-256-276-29
5
0.51.51.48.47
_.45.49.52
.51
.47
.52
.46
.59
.45
.44
.42
.45
.45
.49
.49
.49
.49
.48
.44
.47
.43
.47
.47
.47
.49
.49
5
0.65.63.67.63
.58.60.62
.69
.62
.63
.62
.72
.57
.51
.59
.59
.54
.59
.67
.71
.62
.63
.57
.63
.67
.55
.55
.62
.57
.66
16
0.59.60.57.55
_.53.57.60
.60
.55
.59
.55
.67
.53
.51
.50
.53
.52
.56
.59
.59
.57
.56
.52
.56
.52
.54
.54
.55
.56
.58
GRAIN
16
0.81.78.94.80
__.72.72.73
.92
.78
.77
.80
.91
.71
.61
.86
.76
.65
.69
.85
.96
.77
.80
.73
.821.03.65.66
.80
.68
.85
25
0.64.65.62.59
_.58.61.65
.65
.60
.63
.60
.70
.57
.55
.54
.57
.56
.59
.65
.64
.62
.61
.56
.60
.57
.58
.58
.60
.60
.62
SIZE,
25
0.92.87
1.18.99
_.82.81.81
1.10.91.88.94
1.04
.82
.671.15.91.72
.791.021.16.87.96
.87
.981.34.71.72
.95
.741.00
35
0.69.69.66.64
_.62.66.69
.70
.65
.66
.64
.76
.62
.59
.58
.61
.60
.63
.70
.70
.67
.65
.60
.65
.63
.61
.62
.64
.64
.67
50
0.77.78.74.70
_.68.72.76
.79
.72
.72
.71
.86
.68
.64
.64
.67
.65
.68
.79
.80
.74
.71
.67
.72
.70
.66
.67
.71
.70
.75
IN MILLIMETERS, AT
35 50
1.04.97
1.421.34
.96.89.88
1.261.061.021.131.18
.95
.731.491.10.83
.931.151.49.98
1.19
1.061.201.73.79.81
1.13.82
1.21
1.271.121.741.73
1.301.06.99
1.641.311.351.581.41
1.25.87
2.341.501.00
1.201.411.821.261.72
1.481.472.08.94.92
1.41.94
1.54
65
0.86.89.87.79
_.76.81.84
.94
.82
.80
.81
.97
.77
.69
.71
.76
.71
.74
.91
.93
.83
.80
.75
.83
.86
.72
.75
.83
.78
.86
GIVEN
65
2.021.282.222.00
1.801.351.15
1.911.722.232.121.90
1.581.073.072.081.35
1.551.762.181.512.38
1.941.722.361.181.10
1.601.142.05
FINER BY NUMBER OF PARTICLES
75
0.95.99
1.01.87
__.83.88.91
1.08.92.87.90
1.09
.85
.75
.83
.86
.78
.821.041.05.92.88
.83
.95
.99
.79
.82
.95
.85
.96
PERCENT
75
2.441.422.472.22
__2.311.571.36
2.262.083.422.232.30
1.971.233.333.061.84
1.922.012.541.722.88
2.242.242.771.441.35
2.031.272.77
84
1.061.111.251.06
__.94.97.99
1.251.07.98
1.021.23
.97
.84
.97
.97
.88
.961.171.271.061.02
.961.151.24.88.90
1.13.94
1.12
FINER BY
84
2.981.532.662.44
2.952.021.72
2.602.423.492.372.56
2.081.433.443.412.12
2.412.392.871.963.02
2.872.503.131.751.70
2.231.403.01
90
1.181.241.481.36
__1.071.091.07
1.401.211.111.201.37
1.14.96
1.181.13.97
1.111.341.591.251.19
1.111.361.59.99.97
1.331.051.32
HEIGHT
90
3.211.652.832.58
__3.312.203.37
2.872.693.562.632.75
2.161.563.513.492.33
2.602.813.062.103.14
2.942.623.391.911.93
2.391.503.19
95
1.351.411.821.78
_1.341.321.20
1.801.441.301.581.83
1.441.131.501.441.17
1.411.641.911.491.56
1.411.592.051.171.14
1.541.251.58
95
3.431.733.372.76
3.472.863.49
3.373.443.643.432.91
2.272.063.603.592.45
2.853.313.322.263.31
3.022.783.502.052.29
2.481.653.40
(1) NO SAMPLE COLLECTED AT THIS SECTION.
264
TABLE 199.- SUHMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0853, EAST FORK RIVER, WYOMING, 1980
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-226-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-226-23
6-256-276-29(1)
GRAIN
5
0.40.55.53.52
_.50.49.54
.47
.45
.51
.51
.52
.45
.42
.38
.45
.47
.48
.48
.51
.50
.49
.47
.44
.47
.48
.47
.46
.47
5
0.56.67.68.62
_.60.67.74
.65
.66
.66
.66
.69
.54
.54
.52
.58
.58
.65
.70
.65
.64
.60
.65
.50
.57
.58
.58
.64
.58
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.48.63.61.58
_.57.58.65
.57
.54
.58
.59
.60
.52
.50
.47
.53
.54
.56
.57
.59
.58
.56
.56
.51
.55
.54
.55
.54
.55
GRAIN
16
0.75.81.88.72
_.71.87.93
.84
.97
.90
.85
.94
.65
.69
.70
.73
.71
.881.00.82.81.73
.85
.59
.68
.70
.69
.87
.71
25
0.53.67.65.62
_.60.63.71
.62
.59
.63
.63
.64
.56
.55
.52
.57
.58
.61
.62
.64
.63
.60
.61
.54
.59
.57
.60
.59
.59
SIZE, IN
25
0.95.92
1.06.81
_.83
1.061.07
.961.251.091.021.14
.72
.80
.82
.87
.81
1.061.31.96.96.85
1.08.64.76.84.77
1.08.81
35
0.57.71.69.65
_.64.68.77
.68
.63
.67
.68
.68
.60
.60
.57
.61
.62
.66
.68
.68
.67
.64
.65
.58
.63
.61
.64
.64
.63
50
0.64.79.77.70
_.68.76.86
.77
.70
.74
.77
.76
.66
.67
.65
.67
.68
.73
.78
.77
.74
.70
.72
.63
.68
.65
.71
.72
.69
MILLIMETERS,
35
1.301.041.28.96
_.99
1.241.21
1.121.561.271.171.54
.80
.93
.981.06.98
1.251.581.121.131.02
1.33.70.85
1.08.84
1.31.96
50
2.091.261.571.22
_1.291.541.50
1.382.251.661.372.13
.951.111.311.411.26
1.692.021.371.411.26
1.66.79
1.051.641.00
1.761.17
65
0.71.89.90.77
_.76.88.99
.88
.82
.88
.91
.86
.73
.76
.73
.76
.76
.86
.92
.88
.84
.79
.82
.69
.76
.70
.78
.82
.78
AT GIVEN
65
2.831.601.831.97
_1.701.981.90
1.852.712.011.702.44
1.181.361.651.831.61
2.192.341.681.761.52
2.05.91
1.402.131.16
2.871.43
FINER BY NUMBER OF PARTICLES
75
0.79.98
1.02.83
_.84
1.031.10
.97
.951.031.05.99
.79
.86
.81
.84
.83
.981.071.00.97.90
.96
.74
.82
.78
.85
.94
.86
PERCENT
75
3.172.002.032.86
__1.992.202.24
2.112.862.381.832.62
1.541.702.012.232.06
2.642.661.872.131.69
2.271.011.672.481.38
3.341.68
84
0.911.101.23.95
_.97
1.191.24
1.121.181.181.221.14
.87
.98
.94
.98
.98
1.131.371.161.131.07
1.17.82.92.92.96
1.111.02
FINER BY
84
3.412.352.323.09
_2.582.522.56
2.312.932.531.992.84
1.921.862.242.882.41
3.312.932.042.461.79
2.461.131.812.751.56
3.441.85
90
1.071.231.471.06
__1.151.411.43
1.271.401.431.371.35
.971.101.141.161.15
1.311.671.351.301.25
1.44.90
1.041.081.07
1.291.16
HEIGHT
90
3.482.852.923.31
__2.782.942.82
3.052.982.672.182.90
2.132.022.483.242.60
3.443.092.132.591.88
2.581.361.942.881.77
3.512.02
95
1.491.471.741.23
1.371.681.73
1.541.951.811.712.08
1.141.301.381.461.40
1.682.231.661.591.53
1.801.021.321.341.22
1.601.40
95
3.582.943.393.47
_3.473.393.36
3.423.063.392.412.99
2.362.872.863.462.85
3.553.322.262.782.00
2.751.542.262.972.28
3.612.26
(1) NO SAMPLE COLLECTED AT THIS SECTION.
265
TABLE 200.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0898, EAST FORK RIVER, HYOMING, 1980
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29(1)
GRAIN
5
0.46.45.44.51
_.47.51.52
.50
.44
.46
.59
.50
.49
.45
.38
.45
.41
.46 .
.45~52
.50
.46
.50
.49
.43
.44
.45
.43
5
0.62.58.82.65
.64.70.64
.66
.69
.54
.76
.65
.64
.50
.48
.59
.48
.59
.60
.70
.62
.64
.63
.63
.51
.55
.55
.57
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.55.54.56.59
_.56.60.60
.58
.53
.53
.68
.58
.58
.51
.45
.53
.48
.55
.54
.61
.57
.55
.59
.56
.51
.51
.52
.52
GRAIN
16
0.81.72
1.29.80
.83.96.76
.831.10.65.96.82
.79
.59
.64
.74
.59
.74
.76
.97
.76
.83
.77
.79
.62
.68
.67
.72
25
0.60.59.62.63
_.62.65.64
.62
.58
.57
.74
.63
.63
.55
.49
.57
.53
.60
.58
.66
.61
.61
.63
.61
.55
.55
.57
.56
SIZE, IN
25
0.95.BO
1.72.95
.96
1.18.84
1.021.45.71
1.111.01
.92
.64
.75
.90
.66
.83
.87
1.15.91
.98
.86
.93
.68
.78
.76
.84
35
0.65.64.69.68
_.67.70.69
.67
.63
.61
.80
.67
.67
.59
.53
.61
.57
.65
.63
.71
.65
.66
.68
.65
.58
.60
.61
.61
50
0.73.72.81.75
_.76.81.75
.73
.71
.67
.90
.74
.74
.64
.59
.67
.63
.72
.69
.81
.70
.75
.76
.71
.64
.66
.67
.68
MILLIMETERS, AT
35
1.10.92
2.031.11
1.101.43.98
1.301.70.79
1.271.23
1.09.69.97
1.11.72
.951.08
1.331.08
1.12.98
1.11.76.91
.861.01
50
1.401.142.661.35
1.401.651.19
1.922.23.93
1.521.57
1.38.77
1.611.47.83
1.141.74
1.611.30
1.431.191.70.90
1.23
1.061.27
65
O.B4.79.95.84
_.68.94.83
.82
.87
.731.04.83
.82
.69
.65
.75
.69
.81
.77
.99
.80
.87
.85
.80
.70
.73
.74
.76
GIVEN
65
1.801.383.161.77
__1.782.071.37
2.342.591.221.801.99
1.92.88
2.402.04.99
1.322.32 1.961.72
1.681.352.411.131.64
1.391.57
FINER BY NUMBER OF PARTICLES
75
0.94.86
1.12.97
_.98
1.10.94
.91
.99
.791.15.95
.92
.74
.70
.83
.75
.90
.83
1.13.92
.99
.95
.89
.76
.79
.82
.85
PERCENT
75
2.381.503.402.07
1.982.341.61
2.902.851.422.152.39
2.211.012.542.301.15
1.682.56
2.132.38
2.001.492.871.311.88
1.591.92
84
1.081.021.461.14
__1.111.361.09
1.051.34.87
1.341.14
1.07.80.80
1.00.82
1.04.96
1.331.08
1.131.101.01.84.90
.921.00
FINER BY
84
2.511.633.472.36
2.232.501.92
3.343.131.562.882.51
2.571.172.712.541.45
2.022.82
2.312.82
2.571.663.061.632.43
1.842.52
90
1.231.181.831.29
_1.281.551.23
1.241.60.98
1.501.35
1.22.87.92
1.17.91
1.171.09
1.531.23
1.341.241.13.96
1.05
1.041.17
HEIGHT
90
2.632.023.542.85
2.462.632.04
3.443.371.733.072.62
2.851.273.382.741.59
2.063.17 2.513.19
3.082.143.241.913.37
3.392.78
95
1.511.412.521.61
,1.681.891.40
1.722.211.241.721.68
1.581.021.171.471.06
1.311.36
1.881.40
1.611.401.411.151.32
1.301.37
95
2.792.273.632.95
2.752.812.10
3.553.492.053.332.77
2.951.413.503.451.85
2.133.45
2.813.45
3.422.443.422.063.49
3.513.47
(1) NO SAMPLE COLLECTED AT THIS SECTION.
266
TABLE 201.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 0940, EAST FORK RIVER, WYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29(1)
5
0.46.44.49.54
.49.52.45.50
.46
.45
.45
.50
.47
.46
.47
.42
.45
.48
.47
.53-
.47
.49
.48
.47
.48
.46
.49
.46
.45
5
0.62.61.69.66
_.69.62.80.65
.55
.53
.55
.64
.55
.68
.58
.59
.58
.70
.70
.71
.64
.58
.58
.63
.64
.57
.58
.65
.61
16
0.54.54.57.62
.59.59.55.58
.54
.53
.52
.58
.54
.55
.54
.51
.53
.58
.56
.62 -
.56
.56
.55
.55
.56
.53
.56
.55
.53
GRAIN
16
0.81.78
1.01.81
_.92.74
1.20.82
.65
.64
.67
.79
.65
1.04.71.82.72.96
1.031.01
.86
.68
.69
.82
.82
.70
.69
.96
.80
25
0.59.60.62.66
.64.63.61.63
.58
.57
.56
.62
.59
.59
.58
.56
.58
.64
.61
.66-
.61
.59
.59
.60
.60
.58
.60
.59
.58
SIZE,
25
0.96.88
1.27.92
_1.11.83
1.54.99
.71
.71
.75
.96
.71
1.38.84.97.83
1.19
1.401.19
1.02.76
.78
.98
.97
.81
.77
1.20.97
35
0.63.66.66.70
.70.67.66.67
.62
.61
.60
.66
.63
.64
.62
.61
.62
.69
.66
.71-
.66
.63
.63
.65
.65
.62
.64
.64
.62
AT GIVEN PERCENT
50
0.70.74.75.77
.79.73.80.74
.67
.67
.65
.72
.68
.70
.68
.69
.69
.79
.75
.83
.75
.68
.69
.72
.71
.68
.69
.71
.69
IN MILLIMETERS, AT
35
1.231.011.521.07
_1.33.94
1.891.19
.80
.78
.861.18.77
1.84.98
1.18.97
1.43
1.721.43
1.15.86
.891.191.19.97.87
1.381.21
50
1.671.261.891.37
_1.741.112.561.58
.94
.891.131.72.87
2.361.251.521.201.73
1.971.66
1.471.12
1.071.531.811.191.04
1.731.71
65
0.80.83.91.87
.91.82.95.83
.74
.74
.72
.79
.75
.84
.77
.82
.77
.92
.881.00 .88.74
.77
.83
.81
.76
.77
.86
.79
GIVEN
65
2.021.482.231.70
_2.031.363.032.09
1.131.021.572.551.02
2.881.711.801.712.13
2.362.19
1.861.52
1.311.942.701.451.26
2.002.07
FINER BY NUMBER OF PARTICLES
75
0.89.93
1.08.95
1.05.91
1.11.94
.82
.81
.79
.86
.80
.96
.86
.93
.861.07
1.011.14
1.01.80
.85
.94
.89
.84
.85
1.05.89
PERCENT
75
2.471.712.501.94
_2.201.633.302.43
1.271.192.033.031.16
3.131.852.011.982.46
2.652.53
2.121.94
1.522.323.381.641.48
2.332.43
84
1.021.081.341.10
1.261.021.371.11
.93
.89
.891.02.88
1.21.99
1.10.99
1.31
1.341.38 1.14.90
.971.111.001.02.97
1.271.03
FINER BY
84
2.671.992.862.61
_2.432.393.432.57
1.441.462.393.381.40
3.382.172.262.212.71
2.922.86
2.472.26
1.852.943.461.891.71
2.512.66
90
1.271.251.611.28
1.521.131.681.30
1.06.97
1.021.16.97
1.471.141.341.121.53
1.711.56- 1.311.03
1.091.291.131.161.09
1.491.23
HEIGHT
90
2.842.363.392.84
_2.712.593.502.71
1.671.552.453.461.85
3.462.422.482.453.40
3.083.05
2.832.54
2.553.173.532.031.82
2.652.84
95
1.681.452.051.54
1.941.312.251.65
1.261.121.261.471.10
2.141.391.681.321.86
2.031.96- 1.721.27
1.281.651.531.411.29
1.841.68
95
2.942.823.512.94
_2.902.843.603.41
2.381.682.523.562.91
3.562.502.772.853.52
3.303.31
2.932.87
2.873.423.622.091.96
3.372.94
(1) NO SAMPLE COLLECTED AT THIS SECTION.
267
TABLE 202.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION Of BEDLOAD, SECTION 0985, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29(1)
DATE
5-145-165-195-215-22(1)
5-24(1)5-265-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-226-23
6-256-276-29(1)
5
0.46.49.48.51
.49.47.50
.47
.45
.45
.46
.48
.43
.40
.47
.47
.45
.46
.44
.46
.45
.39
.48
.48
.43
.44
.47
5
0.68.55.61.62
_.72.61.70
.65
.74
.65..58
.70
.56
.49
.61
.67
.59
.58
.54
.63
.58
.49
.58
.53
.60
.62
.61
16
0.56.55.57.58
.60.55.59
.55
.56
.54
.55
.57
.51
.47
.55
.56
.53
.54
.52
.54
.53
.47
.56
.54
.51
.52
.55
GRAIN
16
0.91.64.76.75
_.96.78.99
.871.07
.89
.70
1.03.70.62.77.91
.75
.72
.66
.81
.71
.64
.70
.62
.83
.86
.76
(1) NO SAMPLE COLLECTED AT(2) SIZE DATA NOT
25
0.63.59.61.62
__.66.59.63
.60
.62
.59
.60
.62
.56
.51
.59
.61
.58
.59
.56
.59
.58
.52
.60
.57
.56
.57
.59
SIZE,
25
1.06.69.87.86
_1.15.94
1.25
1.081.43 -1.10.79
1.31.82.70.92
1.13
.88
.82
.74
.97
.84
.73
.79
.671.05
1.06.90
THISDETERMINED FOR
35
0.69.63.66.66
_.72.63.68
.65
.68
.65
.64
.67
.60
.55
.64
.66
.62
.63
.60
.64
.62
.56
.64
.60
.60
.62
.63
AT GIVEN PERCENT
50
0.80.68.73.71
_.80.69.78
.72
.77
.73
.71
.76
.67
.61
.70
.75
.69
.70
.66
.71
.68
.63
.70
.64
.66
.69
.69
IN MILLIMETERS, AT
35
1.24.75.98.99
_1.421.181.49
1.341.85
1.31.87
1.57.97.80
1.101.35
1.04.94
.821.25
.95
.83
.88
.721.40
1.291.07
SECTION.SAMPLE
50
1.61.85
1.221.33
_1.861.591.93
1.802.26
1.73.98
1.981.251.081.441.66
1.361.15
1.001.68
1.161.061.05.85
2.00
1.781.35
COLLECTED AT
65
0.93.74.83.80
_.92.78.92
.83
.90
.84
.81
.89
.76
.68
.80
.87
.79
.79
.72
.80
.78
.70
.80
.68
.75
.81
.78
GIVEN
65
1.90.97
1.491.88
_2.522.042.26
2.352.59 2.471.13
2.531.431.361.762.11
1.681.45
1.352.29
1.491.411.221.102.48
2.352.08
THIS
FINER BY NUMBER OF PARTICLES
75
1.04.81.92.87
_1.04.88
1.06
.961.04
.97
.89
1.04.85.74.90
1.01
.89
.88
.79
.89
.87
.77
.89
.73
.84
.91
.87
PERCENT
75
2.351.051.732.76
_2.832.892.95
2.602.93 2.871.29
3.031.791.701.992.85
1.891.65
2.322.84
1.652.521.321.342.99
3.072.85
SECTION.
84
1.19.89
1.05.97
_1.201.021.30
1.151.30
1.16.97
1.29.99.83
1.061.21
1.031.01
.871.02
.98
.861.01.80.98
1.081.02
FINER BY
84
2.581.142.043.05
_3.163.083.39
2.883.42 3.031.65
3.392.112.012.413.02
2.062.02 3.173.04
2.982.861.451.653.37
3.372.91
90
1.41.98
1.211.13
1.441.211.54
1.401.75
1.331.06
1.541.22.99
1.241.42
1.241.16
.961.23
1.10.96
1.14.90
1.17
1.271.14
HEIGHT
90
2.771.252.413.27
_3.393.253.47
3.113.50 3.191.90
3.462.352.062.683.17
2.162.07 3.403.21
3.342.931.612.343.45
3.452.97~~"
95
1.761.071.451.38
_1.811.412.00
1.922.34
1.631.19
1.901.381.231.561.71
1.571.45
1.111.60
1.361.161.281.081.68
1.591.34
95
2.911.692.493.45
_3.513.433.57
3.393.59
3.382.27
3.572.462.123.443.37
2.292.13 3.523.41
3.483.012.252.923.56
3.553.05
268
TABLE 203.- SUMMARY OF STATISTICAL DATA EAST FORK RIVER, HYOHING,
GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1038,
GRAIN SIZE, IN
DATE 5
5-14 0.455-16 .495-19 .435-21 .475-22 .52
5-24 .455-26(1) 5-27 .525-28 .455-29(1 >
5-30 .506- 1 .426- 3 2)6- 5 26- 7 2)
6-9 .426-10 .456-11 .456-12 .496-13 . 46
6-14 .516-15 .476-16(1)6-17 .446-18 .48
6-19 .476-20 . 466-21 .536-22 . 456-23 .46
6-25 .456-27 . 466-29(1)
16
0.55.57.51.56.61
.55
.61
.53
.57
.50-
.51
.52
.55
.59
.54
.60
.53
.54
.56
.54
.53
.61
.51
.53
.51
.53
MILLIMETERS,
25
0.61.61.56.60.66
.60
.65
.58
.61
.55
.57
.56
.61
.65
.58
.65
.57
.59
.60
.58
.57
.65
.54
.57
.55
.57
GRAIN SIZE,
DATE 5
5-14 0.665-16 .595-19 .565-21 .645-22 .66
5-24 .705-26(1)5-27 .645-28 .555-29(1)
5-30 .576- 1 .526- 3(2 6- 526- 7(2
6-9 .646-10 .526-11 .676-12 .806-13 .58
6-14 .746-15 .566-16(1) 6-17 .606-18 .65
6-19 .556-20 .556-21 .646-22 .516-23 .56
6-25 .516-27 .576-29(1)
16
0.89.70.70.86.82
1.05
.77
.66
.67
.64 .
.95
.62
.931.24.70
1.01.67
.76
.90
.66
.66
.77
.61
.68
.60
.70
25
1.03.79.81
1.11.92
1.39 .87.74
.72
.72 -
1.21.67
1.161.65.80
1.30.77
.871.11
.73
.73
.87
.66
.78
.65
.81
(1) NO SAMPLE COLLECTED AT THIS(2) SIZE DATA NOT DETERMINED FOR
35
0.67.65.60.65.71
.65
.69
.62
.64
.59
.62
.60
.67
.70
.62
.70
.60.
.65
.64
.62
.61
.69
.57
.61
.58
.61
AT GIVEN
50
0.79.71.67.73.81
.74
.77
.68
.70
.66
.69
.65
.77
.82
.68
.80
.64
7?3.70
.67
.67
.77
.62
.67
.63
.67
IN MILLIMETERS,
35
1.18.90.96
1.321.02
1.68 .96.82
.79
.80
1.48.74
1.322.02.92
1.66.97
1.001.40
.81
.84
.98
.73
.90
.70
.97 ~
SECTION.
50
1.521.091.361.631.24
2.08 1.10.94
.89
.95
2.07.84
1.552.391.21
2.141.47
1.221.81
.97
.991.14.90
1.14
.821.32
SAMPLE COLLECTED
PERCENT
65
0.92.80.74.84.91
.86
.87
.77
.77
.73
.82
.71
.92
.99
.76
.92
.69
.83
.84
.75
.74
.87
.67
.75
.68
.74
AT GIVEN
65
1.771.271.731.801.45
2.56
1.441.09
1.021.19
2.31.97
1.903.011.70
2.582.44
1.432.32
1.171.231.321.201.42
.941.90
AT THIS
FINER BY
75
1.04.88.81
1.02.99
1.01 .95.85
.82
.80-
.96
.771.091.17.82
1.06.74 .94.95
.82
.82
.97
.71
.82
.74
.81
PERCENT
75
1.901.382.081.921.61
3.31 1.631.21
1.171.38
-
2.481.112.113.371.95
2.892.68
1.532.86
1.371.461.531.561.72
1.082.41
SECTION.
NUMBER
84
1.191.02.92
1.281.16
1.27 1.05.94
.91
.90
1.18.85
1.301.54.94
1.29.83
1.111.13
.92
.921.09.80.95
.82
.93
FINER BY
84
2.061.542.342.121.82
3.44 1.911.41
1.301.47
2.661.342.293.452.17
3.023.01
1.653.03
1.651.711.912.362.05
1.762.78
OF PARTICLES
90
1.451.191.081.531.31
1.57 1.141.04
.991.02
1.40.93
1.482.021.09
1.59.97
1.281.37
1.041.031.20.88
1.09
.891.07
HEIGHT
90
2.221.712.432.412.02
3.51
2.031.53
1.691.54
2.841.522.463.522.35
3.143.36
1.873.18
1.721.822.233.442.16
1.882.89
95
1.751.331.431.801.53
2.00 1.461.18
1.151.25-
2.041.061.792.741.32
2.141.21 1.471.71
1.221.241.351.041.32
.971.33
95
3.402.022.502.692.21
3.61 2.101.73
1.751.62
3.372.402.693.622.46
3.313.49
2.053.38
1.771.982.443.552.32
2.412.98
269
TABLE 204.- SUMHARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1077, EAST FORK RIVER, WYOMING, 1*80
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.52.47.48.52.49
.48
.54
.47
.51
.46
.52
.45
.46
.44
.46
.44
.46
.51
.46
.47
.46
.47
.47
.45
.49
.45
.44
.44
5
0.66.56.56.65.62
.57
.63
.56
.57
.54
.68
.57
.62
.56
.57
.59
.66
.66
.56
.64
.55
.58
.60
.53
.59
.55
.57
.54
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.60.55.56.60.56
.55
.61
.55
.57
.54
.60
.53
.55
.52
.54
.53
.56
.59
.53
.55
.53
.55
.55
.52
.56
.52
.52
.52
GRAIN
16
0.84.68.65.80.76
.68
.74
.67
.65
.65
.94
.71
.81
.69
.69
.75
.89
.82
.67
.85
.67
.70
.75
.64
.69
.67
.72
.66
25
0.65.60.59.65.61
.59
.65
.60
.60
.58
.64
.57
.60
.57
.58
.58
.62
.64
.57
.60
.58
.59
.59
.56
.59
?56
.56
.57
SIZE,
25
0.98.74.71.92.89
.75
.83
.74
.70
.701.21.82.93
.78
.79
.881.05.97
.751.08
.74
.80
.90
.71
.80
.78
.82
.74
35
0.69.64.63.69.65
.63
.68
.64
.63
.62
.68
.62
.66
.61
.62
.62
.68
.69
.61
.64
.62
.64
.63
.60
.63
.60
.61
.61
50
0.77.71.69.77.71
.69
.74
.71
.68
.67
.75
.68
.74
.68
.69
.69
.77
.77
.67
.70
.67
.70
.68
.66
.68
.65
.68
.67
IN MILLIMETERS, AT
35
1.16.81.78
1.051.06
.84 .91.80
.78
.761.52.96
1.08
.87
.901.031.181.16
.841.35
.82
.90
1.11.79.94 .93
.98
.83
50
1.50.93.88
1.251.35
1.00
1?05.91
.90
.861.911.221.35
1.161.111.291.521.43
1.061.91
1.001.06
1.53.93
1.17 1.31
1.31.98
65
0.88.80.76.87.80
.76
.83
.78
.74
.73
.86
.76
.85
.75
.77
.79
.91
.86
.73
.80
.74
.80
.76
.73
.74
.70
.75
.75
GIVEN
65
1.811.04.99
1.581.79
1.28
1.311.03
1.04.99
2.281.541.67
1.561.371.811.891.73
1.462.88
1.241.31
1.911.142.00 -1.72
1.781.17
FINER BY NUMBER OF PARTICLES
75
0.99.87.83.98.89
.83
.91
.85
.81
.791.00.85.94
.81
.85
.881.04.98
.80
.91
.81
.88
.84
.80
.82
.78
.81
.83
PERCENT
75
1.991.101.121.852.15
1.58
2.011.12
1.131.232.502.011.96
1.971.562.112.291.90
1.813.09
1.501.53
3.041.292.38 1.97
2.471.33
84
1.16.99.91
1.111.03
.93
.99
.96
.92
.851.25.97
1.09
.90
.981.021.161.16
.881.07
.91
.97
.98
.90
.94
.89
.93
.93
FINER BY
84
2.281.181.252.272.44
1.85
2.111.21
1.311.882.712.352.40
2.441.742.352.582.48
2.153.34
1.841.92
3.411.452.98 2.42
2.641.69
90
1.391.06.98
1.231.20
1.04
1.081.05
1.01.91
1.551.121.26
1.001.131.131.391.35
.971.26
1.031.09
1.151.011.05
1.01
1.081.04
HEIGHT
90
2.421.211.343.122.59
2.09
2.201.27
1.573.432.862.792.85
3.381.872.562.802.83
3.393.44
2.012.12
3.491.633.34 3.37
2.801.78
95
1.771.151,141.461.46
1.27 1.221.16
1.111.012.001.321.51
1.271.381.411.711.64
1.251.62
1.231.30
1.441.211.21
1.34
1.331.21
95
2.501.251.523.432.81
2.88
2.311.35
2.053.542.953.482.95
3.492.022.832.922.94
3.513.55
2.082.31
3.591.853.48 3.49
3.471.90
(1) NO SAMPLE COLLECTED AT THIS SECTION.
270
TABLE 205.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1120, EAST FORK RIVER, HYOHING, 1980
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.50.50.44.47.54
.47
.52
.51
.47
.46
.42
.46
.44
.46
.45
.47
.48
.51
.47
.49
.47
.47
.48
.50
.48
.45
.44
5
0.63.70.53.54.65
.58
.64
.75
.66
.53
.56
.52
.60
.59
.57
.73
.62
.65
.74 .59.54
.53
.59
.62
.65
57'.55
SIZE, IN MILLIMETERS,
16
0.59.58.51.53.61
.55
.60
.63
57'.53
.51
.52
.53
.54
.52
.56
.59
.57
.56
.54
.53
.56
.57
.56
.54
.52
GRAIN
16
0.791.04.66.64.77
.71-
.78
.97
.84
.63
.72
.60
.79
.73
.711.10.77
.811.05
.70
.62
.62
.71
.77
786
.71
.691
25
0.63.63.55.56.65
.59
.65
.71
.63
.57
.56
.56
.58
.58
.56
.62
.62
.63
.63
.60
.57
.57
.60
.61-
.61
.58
.57
SIZE,
25
0.911.38.74.70.86
.83
.881.09
.99
.69
.82
.65
.96
.85
.841.40.90
.941.30- .81.67
.67
.81
.91
1.04
.82
.79
35
0.68.68.59.59.69
.63
.69
.78
.69
.61
.61
.59
.63
.63
.60
.67
.66
.68
.69
.63
.61
.61
.64
.65
.65
.63
.61
AT GIVEN PERCENT
50
0.77.75.64.64.77
.69-
.77
.90
.78
.66-
.69
.63
.70
.69
.65
.76
.73
.75
.81
.68
.66
.66
.69
.71
.72
.69
.68
IN MILLIMETERS, AT
35
1.031.67.83.82.97
.93
1.001.22
1.13.75
.94
.69
1.17.98
1.071.801.03
1.101.58
.94
.73
.72
.951.10
iTsi.94.90
50
1.181.971.131.071.15
1.16
1.181.46
1.35.86
1.29.79
1.431.261.462.501.19
1.442.04 1.18.81
.821.191.34
i7si1.141.07
65
0.90.85.71.68.85
.78-
.871.05
.91
.73
.77
.68
.81
.79
.72
.91
.83
.85
.95
.77
.72
.71
.78
.81
.83
.80
.78
GIVEN
65
1.342.421.671.661.41
1.67
1.421.72
1.621.04
1.79.93
1.781.562.072.901.56
1.862.32__1.51.92
.971.411.64
2.70
1.371.25
FINER BY NUMBER OF PARTICLES
75
1.021.01.77.74.94
.87
.981.16
1.03.79
783.73
.92
.88
.801.05.95
.941.11
.85
.77
.77
.86
.92-
.93
.89
.88
PERCENT
75
1.452.572.152.821.64
1.89
1.541.90
1.831.20
2.051.06
2.031.812.313.042.02
2.482.84 1.721.03
1.111.621.95
3.02
1.511.39
84
1.161.36.84.83
1.07
.97 1.121.33
1.19.87 .93.81
1.121.01.92
1.271.07
1.071.33- .98.84
.841.001.11 1.07
1.031.00
FINER BY
84
1.532.742.333.182.07
2.06
1.682.12
2.051.32
2.241.36
2.192.012.883.202.32
2.673.12 1.911.32
1.232.262.14
3.34
1.661.65
90
1.291.68.95.92
1.19
1.10 1.271.52
1.35.97-
1.07.90
1.311.211.091.591.16
1.241.60
1.13.90
.951.171.28- 1.26
1.191.13
HEIGHT
90
1.612.932.603.402.20
2.17
2.002.32
2.231.45
2.451.54
2.342.062.943.352.53
2.843.37 2.021.53
1.292.432.28
3.44
2.031.89
95
1.442.041.191.101.41
1.33- 1.481.77
1.601.16 1.371.03
1.631.441.372.171.41
1.512.07- 1.45.99
1.131.361.53 1.58
1.431.29
95
1.793.272.883.522.83
2.31
2.082.61
3.421.69
2.851.70
2.752.123.033.482.81
2.943.49- 2.092.40
1.372.512.43
3.55
2.272.25
ill NO SAMPLE COLLECTED AT THIS SECTION.SIZE DATA NOT DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
271
TABLE 206.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1155, EAST FORK RIVER, WYOMING, 1980
GRAIN SIZE, IN
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-211-22(1)6-23
6-256-276-29(1)
5
0.46.45.44.52.50
.46
.45
.45
.54
.44
.50
.43
.49
.46
.50
.42
.47
.46
.52
.50
.46
.47
.49
.45
.51
.50
.42
.44
5
0.59.53.50.65.61
.58
.57
.57
.62
.50
.55
.49
.62
.59
.61
.60
.63
.62
.64
.67....
.65
.96
.62
.63
.64
.67
.56
.60
16
0.53.53.50.59.57
.55
.53
.53
.60
.50
.56
.50
.57
.54
.57
.52
.55
.56
.59
.59
.54
.54
.56
.53
.58
759
.49
.53
GRAIN
16
0.74.63.60.83.74
.71
.71
.70
.72
.59
.61
.59
.79
.73
.73
.79
.84
.78
.78
.90
.95
.66
.77,87.85
788
.74
.76
MILLIMETERS, AT GIVEN PERCENT FINER BY NUMBER OF PARTICLES
25
0.58.57.54.63.61
.60
.58
.58
.64
.54
.59
.54
.61
.59
.62
.57
.61
.61
.63
.64
.59
.58
.61
.57
.61
.64
.54
.57
SIZE, IN
25
0.87.69.66
1.00.85
.79
.81
.80
.80
.64
.65
.64
.92
.86
.83
.92
.97
.90
.911.12
?42.90
1,181.08 1.02
.91,90
35
0.62.61.57.67.65
.64
.63
.62
.68
.58
.62
.58
.65
.63
.66
.63
.65
.66
.67
.68
.63
.61
.65
.61
.65
.68
.58
.62
50
0.68.67.62.74.71
.71
.70
.68
.73
.63
.66
.63
.72
.70
.73
.71
.74
.74
.74
.77
.69
.67
.71
.68
.70
.77
.65
.69
MILLIMETERS, AT
35
1.03.75.72
1.19.99
.88
.91
.92
.88
.69
.69
.691.08
1.00.95
1.101.121.05
1.081.31 1.54.81
1.071.501.291~25
1.151.13
50
1.44.84.87
1.481.16
1.07
1.051.13
1.02.78.75.78
1.32
1.241.101.421.431.33
1.461.55
1.90.95
1.422,031.64
1.75
1.601.45
65
0.77.73.68.86.81
.79
.81
.77
.81
.68
.70
.69
.84
.80
.83
.82
.87
.83
.82
.90
.82
.73
.80
.77
.81
.88
.72
.77
GIVEN
65
1.79.94
1.081.731.47
1.37
1.251.42
1.28.89.82.90
1.61
1.461.281.701.901.60
1.851.85 2.381.29
1.862.502.00 2,30
2.082.12
75
0.86.80.73.99.91
.85
.89
.86
.88
.73
.74
.74
.94
.90
.93
.92
.97
.93
.921.06
795.79
.88
.87
.96 .97
.82
.83
PERCENT
75
2.001.051.261.861.66
1.57
1.451.73
1.481.00.90
1.031.97
1.601.441.922.271.80
2.112.14__2.751.87
2.582.872.74 2.57
2.222.59
84
0.99.87.83
1.191.04
.96 1.00.98
.97
.80
.80
.801.11
1.071.051.071.101.09
1.061.29
l7l8.87
.991.071.15
1.13
.941.00
FINER BY
84
2.201.231.522.052.24
1.88
1.612.17
1.961.261.021.212.28
1.861.732.262.422.06
2.362.44 3.202.41
3.013.303.00 2.85
2.853.41
90
1.15.94.94
1.431.15
1.09
1.101.11
1.09.86.85.88
1.27
1.241.161.281.251.27
1.231.47
1.46.95
1.181.331.34 1.29
1.121.18
HEIGHT
90
2.391.401.702.382.42
2.38
3.382.52
2.501.461.121.402.51
2.072.112.512.472.33
2.432.56
37412,46
3.243.433.18
3.08
3.213.49
95
1.581.051.111.711.41
1.32
1.291.33
1.28.97.95
1.011.50
1.461.321.571.591.54
1.601.74
l7841.09
1.441.681.66 1.68
1.501.40
95
2.831.691.762.462.50
2.46
3.502.86
2.861.901.511.542.79
2.262.852.792.542.78
5 13
3.532.53
3.443.543.40
3.38
3.453.59
(1) NO SAMPLE COLLECTED AT THIS SECTION.
272
TABLE 207.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1202, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
-19-20
-22(1)-23
-25-27-29(1)
5
0.41.46.45.51.49
.47
.46
.42
.44
.45
.49
.44
.47
.46
.47
.42
.43
.47
.54
.46
.45
.48
.48
.45
.52
.44
.47
.47
5
0.59.54.66.60.62
.60
.51
.49
.56
.50
.54
.57
.57
.59
.69
.57
.57
.62
.64
.58
.51
.55
.64
.59
.65~,52
.64
.62
16
0.50.53.53.58.57
.55
.52
.49
.52
.51
.55
.53
.55
.55
.57
.51
.51
.56
.61
.54
.51
.54
.56
.53
.60
.52
.56
.56
GRAIN
16
0.82.63.98.70.76
.75
.59
.59
.70
.59
.61
.72
.68
.74
.95
.75
.75
.77
.76
.71
.60
.64
.83
.76
.79
.63
.86
.78
25
0.55.57.58.62.62
.59
.55
.53
.57
.55
.58
.58
.59
.60
.62
.56
.55
.60
.64
.58
.54
.57
.61
.57
.64
.56
.61
.61
SIZE,
25
1.04.69
1.27.78.87
.87
.63
.65
.79
.63
.65
.83
.75
.821.16.87.91.90
.86
.81
.66
.69
1.06.96.92 .69
1.03.91
35
0.60.60.63.65.66
.63
.59
.57
.62
.58
.61
.62
.64
.65
.68
.61
.60
.65
.68
.63
.58
.61
.65
.61
.68
.59
.66
.65
AT GIVEN PERCENT
50
0.68.66.70.71.73
.69
.63
.63
.68
.63
.65
.69
.70
.72
.78
.68
.67
.71
.74
.69
.62
.65
.71
.67
.75
.65
.75
.72
IN MILLIMETERS, AT
35
1.26.75
1.64.87
1.02
1.06 .68.71
.91
.68
.68
.97
.83
.931.391.031.101.12
.98
.94
.71
.77
1.281.181.07
7?7
1.171.10
50
1.64.89
2.261.031.24
1.41
.75
.80
1.13.77.75
1.18.94
1.131.731.391.451.43
1.171.18
.85
.93
1.661.531 .30 .90
1.391.46
65
0.7B.71.83.79.83
.78
.68
.69
.77
.68
.70
.78
.78
.80
.91
.77
.76
.80
.83
.77
.68
.70
.81
.74
.85
.71
.90
.80
GIVEN
65
1.881.072.671.181.46
1.80
.84
.95
1.35.88.83
1.621.14
1.382.041.791.841.77
1.541.56
l7l21.11
1.952.541,56
1.07
1.761.88
FINER BY NUMBER OF PARTICLES
75
0.91.77.95.87.94
.86
.73
.74
.84
.74
.75
.86
.85
.881.05.86.87.88
.92
.83
.72
.78
.94
.83
.97
.78
1.03.89
PERCENT
75
2.121.173.041.391.61
2.26
.921.13
1.79.97.90
1.751.33
1.652.352.052.332.00
2.061.94
1.391.28
2.202.971.80 1.25
1.982.10
84
1.11.85
1.18.99
1.11
.99
.81
.80
.96
.82
.811.00.93
1.011.27.98
1.001.06
1.03.97
.81
.89
1.161.001.12
.87
1.201.03
FINER BY
84
2.461.383.411.731.78
2.51
l7o21.72
2.021.05.98
1.841.51
2.002.602.352.512.18
2.552.41
1.621.61
2.583.402.16
l7?2
2.132.41
90
1.331.001.371.091.28
1.22
.88
.86
1.10.90.87
1.131.01
1.141.521.171.201.28
1.141.09 .90.99
1.351.161.28 .96
1.341.21
HEIGHT
90
2.671.913.482.001.93
2.64
1.101.82
2.521.121.051.931.65
2.182.822.562.642.35
2.872.61
1.761.91
2.993.482.54
2.03
2.252.85
95
1.711.111.891.231.51
1.55
.981.00
1.271.01.96
1.521.22
1.351.851.491.521.60
1.371.36
1.091.13
1.731.371.50
1.09
1.701.62
95
3.422.063.582.072.83
2.82
1.201.95
2.861.221.152.162.31
2.853.352.832.822.77
2.962.85
1.922.91
3.403.583.44
2.39
2.412^95
(1) NO SAMPLE COLLECTED AT THIS SECTION.
273
TABLE 208.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1241, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS, AT GIVEN PERCENT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22 I 1 )6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-21-22(1)-23
-25-27-29(1)
5
0.47.52.48.52.50
.43
.47
.43
.49
.48
.51
.50
.46
.45
.43
.42
.42
.42
.46
.48
.41
.47
.45
.50
.49
.50
.51
.44
.43
.49
5
0.58.62.60.67.66
.56
.60
.51
.55
.60
.56
.59
.60
.61
.65
.61
.50
.54
.55
.55
.58
.56
.53
.59
.60
.64
.66~57
.64
.63
16
0.55.60.55.60.58
.51
.54
.50
.56
.55
.57
.56
.55
.54
.52'.50
.50
.53
.54
.49
.54
.52
.57
.56
.57
.59
.52
.52
.57
GRAIN
16
0.70.74.74.83.91
.72
.75
.62
.64
.74
.64
.68
.74
.79
.95
.84
.61
.68
.67
.64
.80
.66
.64
.69
.72
.81
.85
.73
.91
.79
25
0.59.64.60.65.62
.55
.58
.54
.59
.59
.60
.60
.60
.60
.58
.55
.54
.54
.56
.58
.54
.58
.56
.61
.60
.61
.64
.56
.57
.62
SIZE,
25
0.84.81.85.98
1.11
.87
.90
.69
.68
.86
.68
.78
.83
.93
1.161.15.67.79.77
.70
.99
.73
.70
.76
.83
.961.02 -.90
1.22 .93
35
0.63.68.64.69.66
.59
.62
.58
.62
.63
.63
.63
.65
.65
.63
.60
.57
.58
.60
.61
.59
.61
.59
.64
.64
.65
.68
.60
.62
.66
50
0.69.74.70.77.74
.65
.67
.63
.67
.68
.67
.68
.73
.73
.71
.66
.63
.64
.65
.66
.66
.66
.64
.69
.70
.71
.77
.66
.69
.73
IN MILLIMETERS, AT
35
0.95.90
1.041.161.33
1.06 -1.08.76.73
1.09.73.90.96
1.08
1.361.70.75.96.93
.771.27.82.80.84
.971.211.20 1.12
1.69 1.08
50
1.131.071.441.551.64
1.57
1.87.94.83
1.45.82
1.131.171.32
1.642.51.89
1.311.17
.911.671.02.98
1.03
1.201.551.41
l755
1.97 1,32
65
0.80.82.78.86.88
.72
.75
.69
.72
.76
.72
.75
.81
.84
.89
.74
.69
.71
.70
.72
.75
.73
.70
.76
.78
.82
.90
.73
.79
.84
GIVEN
65
1.401.321.732.032.19
3.37- 2.631.18.96
2.18.93
1.431.401.66
2.033.341.131.861.79
1.162.011.181.281.31
1.682.131.69
2.04
2.53 1.59
FINER BY NUMBER OF PARTICLES
75
0.90.89.85.96
1.01
.80
.83
.75
.78
.82
.79
.83
.90
.95
1.03.82.75.78.78
.77
.87
.80
.77
.82
.86
.921.04
.82
.90
.97
PERCENT
75
1.661.651.932.612.63
3.44 2.851.381.11
2.851.031.751.641.84
2.273.431.342.282.28
1.472.141.701.581.80
2.152.411.90
2.46
2.91 l.BO
B4
1.02.99
1.001.111.19
.91.
.94
.83
.86
.95
.86
.941.021.11
1.25.95.84.90.91
.841.04.91.86.92
.991.081.23
.97
1.071.13
FINER
84
1.721.752.162.882.95
3.51
2.911.981.23
2.921.152.432.222.06
2.963.501.562.832.84
1.722.312.031.932.17
2.692.642.12
s7oo3.06 2.05
90
1.161.151.251.281.40
1.02 1.06.96.95
1.14.94
1.071.171.28
1.451.16.94
1.051.04
.951.291.03.97
1.03
1.111.311.39
1.13
1.391.29
BY HEIGHT
90
1.761.812.382.943.14
3.57
2.972.161.30
2.971.313.372.752.25
3.143.561.B72.902.91
1.922.492.162.132.38
2.882.842.31
3.26
3.192.27
95
1.411.351.631.631.66
1.21
1.261.141.12
1.401.051.291.341.57
1.731.681.151.311.19
1.131.711.141.191.22
1.301.631.65
1.40
1.871.56
95
1.801.902.833.023.38
3.65
3.052.381.39
3.051.563.493.472.43
3.383.652.062.992.99
2.912.772.352.362.47
2.982.942.90
s745
3.37 2.44
(1) HO SAMPLE COLLECTED AT THIS SECTION.
274
TABLE 209.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAO, SECTION 1284, EAST FORK RIVER, WYOMING, 1980
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-15 6-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN_ .
0.46.50.46.47.48
.46
.51
.44
.49
.43
.49
.50
.46
.43
.43
.42
.40
.46
.47
.45
.46
.47
.51
.46
.45
.49 .48
.46
.48
5
0.61.65.55.65.71
.57__
.56
.55
.64
.52
.61
.63
.64
.61
.60
.52
.52
.55
.53
.63
.80
.58
.73
.62
.53
.69
.69
.59
.57
SIZE, IN
16
0.54.59.53.55.56
.53
.57
.52
.57
.51
.56
.59
.54
.52
.51
.50
.48
.53
.53
.52
.54
.55
.59
.55
.52
.57
.56
.54
.55
GRAIN
16
0.79.79.66.90
1.15
.70
.63
.68
.81
.64
.76
.78
.86
.83
.83
.64
.69
.66
.61
.921.62.70
1.12
.80
.651.00 1.04
.74
.68
MILLIMETERS, AT GIVEN PERCENT
25
0.59.65.57.59.61
.56
.60
.56
.62
.55
.61
.63
.59
.57
.55
.54
.53
.56
.56
.57
.60
.59
.64
.59
.56
.62
.61
.58
.59
SIZE,
25
0.93.90.74
1.221.60
.84
.67
.77
.94
.72
.88
.891.07
1.031.07.72.80.73
.661.32 2.00.80
1.48
.96
.711.29 1.39
.86
.76
35
0.63.70.61.63.65
.60
.62
.60
.67
.59
.65
.68
.64
.62
.60
.58
.57
.60
.60
.61
.64
.63
.68
.63
.59
.67
.65
.63
.63
50
0.69.78.66.69.73
.66
.66
.66
.75
.65
.72
.76
.71
.70
.66
.64
.64
.65
.64
.67
.72
.69
.77
.70
.65
.75
.72
.69
.68
IN MILLIMETERS, AT
35
1.131.02.85
1.702.01
1.04 .70.88
1.08.82
1.031.001.32
1.241.37.83.97.82
.711.71 2.27.90
1.72
1.18.81
1.59
1.75
1.00.86
50
1.521.24.99
2.202.43
1.57
.811.09
1.34.94
1.271.201.70
1.591.821.041.361.07
.822.29 2.601.112.08
1.681.022.11
2.14
1.441.06
65
O.BO.88.74.79.85
.72
.71
.74
.86
.73
.82
.87
.82
.81
.75
.71
.72
.71
.69
.75
.88
.78
.92
.79
.71
.87
.84
.77
.75
GIVEN
65
1.921.451.242.832.84
2.19 .90
1.43
2.021.171.521.462.34
2.042.471.361.781.42
.952.74 2.951.422.44
2.211.352.60 2.49
2.341.36
FINER BY NUMBER OF PARTICLES
75
0.90.98.83.89.98
.79
.78
.82
.95
.82
.92
.96
.93
.94
.87
.78
.79
.77
.75
.841.09.85
1.11
.88
.781.01 .99
.84
.82
PERCENT
75
2.091.611.532.953.06
2.61- .97
1.92
2.261.361.701.602.91
2.262.861.541.972.03
1.213.04 3.221.632.79
2.541.632.89 2.67
2.591.64
84
1.041.14.92
1.061.26
.91
.86
.92
1.08.90
1.081.101.11
1.121.05.89.91.85
.831.031.69.96
1.47
1.03.88
1.26
1.27
.94
.93
FINER BY
84
2.221.812.013.083.33
2.88 1.132.43
2.471.822.031.743.35
2.643.131.842.122.49
1.473.37 3.411.963.08
2.921.853.17
2.86
2.871.98
90
1.281.301.011.341.68
1.04 .91
1.02
1.22.97
1.241.281.31
1.331.241.011.07.98
.891.332.171.091.75
1.191.001.52
1.68
1.061.05
HEIGHT
90
2.352.002.403.213.44
2.94
1.352.48
2.602.132.261.843.44
3.043.372.162.252.90
1.673.45 3.492.343.34
3.232.053.39
2.97
3.202.38
95
1.681.511.181.902.29
1.34 -.99
1.25
1.461.171.491.521.61
1.681.661.291.411.19
.981.862.741.332.16
1.561.202.03 2.17
1.341.29
95
2.762.072.483.373.54
3.02 -1.522.55
2.792.372.441.993.55
3.423.492.412.863.26
2.403.56 3.593.413.48
3.452.383.51
3.13
3.452.50
(1) NO SAMPLE COLLECTED AT THIS SECTION.
275
TABLE 210.- SUHHARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1315, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS, AT
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
5
0.48.56.47.46.48
.46
.46
.45
.52
.46
.52
.52
.47
.41
.45
.43
.42
.46
.47
.44
.46
.49
.44
.47
.41
.50
.46
.45
.46
5
0.57.70.65.60.66
.56
.60
.54
.65
.57
.63
.63
.54
.48
.55
.56
.54
.61
.53
.58
.55
.65
.63
.56
.58
.60
.70
.63
.56
16
0.56.64.55.53.56
.53-
.55
.51
.60
.54
.60
.59
.54
.48
.52
.51
.51
.54
.53
.51
.52
.57
.53
.54
.51
.57
.56
.54
.53
GRAIN
16
0.68.90.90.76.87
.67
.74
.65
.80
.69
.75
.75
.63
.58
.66
.71
.67
.78
.62
.74
.67
.82
.83
.67
.77
.71- 1.06
.87
.68
25
0.60.69.60.58.60
.57
.61
.55
.64
.58
.65
.63
.57
.52
.56
.55
.55
.59
.57
.56
.56
.62
.58
.58
.56
.61
.61
.59
.58
SIZE, IN
25
0.751.021.13.94
1.19
.76
.83
.73
.94
.78
.83
.86
.68
.65
.75
.83
.76
.94
.68
.91
.771.001.02
.75
.90
.81 1.33
1.03.76
35
0.64.75.64.61.64
.61__
.66
.59
.68
.63
.70
.67
.61
.56
.59
.59
.60
.63
.60
.60
.60
.66
.63
.62
.62
.65
.66
.64
.62
GIVEN PERCENT
50
0.70.86.71.67.70
.66
.73
.64
.76
.69
.78
.73
.66
.61
.65
.66
.67
.70
.65
.66
.65
.73
.70
.68
.70
.70
.75
.71
.68
MILLIMETERS, AT
35
0.841.141.331.161.72
.88-
.94
.86
1.12.87.91.99.73
.71
.871.01.85
1.14
.731.15.91
1.191.37
.861.04.93
1.71
1.29.85
50
0.961.381.741.652.56
1.09
1.111.14
1.361.041.031.23.82
.851.211.331.031.45
.851.541.231.671.96
1.041.301.14
2.34
1.701.05
65
0.78.99.83.75.78
.74
.82
.69
.86
.78
.87
.82
.71
.67
.70
.73
.75
.81
.70
.74
.71
.83
.79
.75
.82
.79
.88
.84
.75
GIVEN
65
1.151.652.002.852.94
1.35
1.411.59
1.571.271.181.54.94
.981.771.841.321.73
1.021.991.722.242.37
1.291.631.41
2788
1.981.45
FINER BY NUMBER OF PARTICLES
75
0.861.10.99.82.84
.82
.90
.76
.98
.85
.95
.92
.76
.73
.77
.82
.82
.91
.76
.83
.79
.93
.88
.83
.91
.88
1.04
.95
.81
PERCENT
75
1.321.792.312.983.11
1.65
1.691.90
1.761.481.301.751.10
1.161.992.391.731.89
1.262.382.452.572.84
1.471.941.69__3.03
2.321.61
84
0.951.251.20.98
1.05
.95
1.01.87
1.19.96
1.051.05.83
.83
.87
.94
.921.09
.83
.98
.891.081.03
.941.051.00
1.27
1.13.91
FINER BY
84
1.481.952.863.143.30
1.94
1.992.28
2.001.801.451.971.70
1.612.192.742.072.20
5g42.792.943.14
1.712.271.82
3.22
2.632.00
90
1.061.461.381.121.23
1.08- 1.13.99
1.361.081.151.21.90
.90
.981.091.031.31
.921.181.021.251.26
1.071.221.15
1.55
1.371.01
HEIGHT
90
1.592.132.933.283.42
2.04
2.172.60
2.052.061.602.101.80
2.832.383.162.192.51
1.753.373.013.293.38
2.032.621.94
3.37
2.922.50
95
1.261.741.791.351.80
1.28
1.351.26
1.591.281.291.501.00
.991.281.331.211.62
1.071.501.271.651.87
1.291.451.40
2.28
1.761.34
95
1.712.393.013.443.53
2.10
2 .852.88
2.112.301.862.261.93
2.932.523.452.342.83
1.913.493.303.473.50
2.163.032.12
3.49
3.372.95
(1) NO SAMPLE COLLECTED AT THIS SECTION.
276
TABLE 211.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1360, EAST FORK RIVER, HYOMING, 1980
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.46.53.44.43.45
.46
.45
.43
.52
.46
.48
.51
.42
.43
.44
.44
.44
.47
.45
.45
.49
.47
.45
.48
.45
.47
.47
.45
.47
5
0.68.64.58.52.52
.56
.60
.58
.64
.55
.62
.60
.50
.52
.59
.60
.51
.58
.53
.61
.58
.61
.55
.58
.62
.63 «
.57
.56
.52
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.55.61.52.51.51
.53
.53
.51
.60
.54
.57
.58
.49
.51
.52
.52
.51
.55
.52
.53
.56
.56
.52
.55
.54
.55
.54
.53
.53
GRAIN
16
0.93.77.75.64.62
.69
.77
.76
.80
.66
.76
.69
.62
.64
.78
.79
.61
.70
.64
.81
.69
.75
.67
.69
.62
.79
.69
.68
.61
25
0.61.66.57.55.55
.57
.58
.56
.64
.58
.63
.62
.54
.55
.57
.56
.55
.60
.56
.58
.60
.61
.57
.59
.59
.60
.58
.57
.56
SIZE,
25
1.10.85.87.71.68
.80
.92
.91
.92
.73
.86
.76
.70
.70
.99
.99
.67
.78
.701.02.78 .85.75
.781.00.96
.80
.78
.66
35
0.66.70.62.59.59
.61
.62
.61
.68
.62
.68
.66
.58
.59
.61
.60
.59
.64
.59
.62
.63
.65
.60
.62
.64
.64
.61
.61
.60
50
0.75.78.68.65.64
.66
.69
.67
.75
.68
.76
.71
.65
.65
.67
.66
.64
.70
.65
.68
.69
.72
.66
.67
.71
.71
.67
.67
.65
IN MILLIMETERS,
35 50
1.37.94
1.02.79.75
.94
1.111.14
1.05.60.96.83.77
.781.221.37.74.87
.791.30.88 .98.86
.911.161.20
.93
,90.70
2.111.111.44.92.88
1.29
1.451.66
1.26.91
1.18.99.88
.921.572.03.86
1.03
.961.851.07 1.291.08
1.181.381.69 1.27
1.12.79
65
0.88.87.77.72.70
.73.
.78
.76
.87
.76
.86
.78
.72
.72
.76
.74
.70
.78
.70
.77
.77
.81
.73
.75
.84
.79
.73
.74
.70
AT GIVEN
65
2.871.331.931.131.09
1.72
2.052.25
1.511.061.311.181.07
1.111.872.571.071.26
1.352.361.42 1.571.53
1.561.672.14
1.62
1.48.92
FINER 8Y NUMBER OF PARTICLES
75
0.98.95.85.79.76
.81
.87
.84
.97
.83
.95
.84
.78
.79
.87
.82
.75
.85
.76
.86
.84
.89
.80
.82
.99
.88
.81
.82
.75
PERCENT
75
2.971.452.181.321.29
1.98
2.512.53
1.831.211.411.381.38
1.362.102.891.271.55
1.862.721.75 1.771.86
1.811.912.70
2.38
2.051.05
84
1.101.08.96.88.83
.92 1.03.96
1.11.91
1.12.96.85
.871.07.95.83.95
.841.03.94
1.02.90
.931.161.04
.92
.94
.82
FINER BY
84
3.101.542.581.592.00
2.29
2.712.80
2.401.411.661.581.78
1.702.343.121.542.01
2.422.992.41 1.992.14
2.112.143.18
2.67
2.301.21
90
1.241.251.11.97.94
1.05 1.171.13
1.251.001.251.08.94
.961.311.12.93
1.06
.931.231.051.221.01
1.061.331.24
1.04
1.06.90
HEIGHT
90
3.211.622.872.102.05
2.84
3.073.13
2.671.741.751.722.03
1.902.523.341.802.19
2.673.182.73 2.172.36
2.422.323.413~35
2.511.33
95
1.761.441.451.141.08
1.36 1.441.53
1.451.141.381.261.08
1.111.651.581.101.23
1.111.721.251.511.19
1.361.591.67
1.32
1.241.04
95
3.361.712.972.472.11
2.94
3.453.43
3.442.051.B61.872.10
3.432.743.482.082.40
2.893.412.93 2.432.67
2.952.733.52
3.48
2.791.58
(1) NO SAMPLE COLLECTED AT THIS SECTION.
277
TABLE 212.- SUHHARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1396, EAST FORK RIVER, WYOMING, 1980
GRAIN SIZE, IN MILLIMETERS,
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-20 6-216-22(1)6-23
6-25 6-276-29(1)
5
0.47.49.47.46.45
.47
.47
.46
.46
.48
.53
.49
.43
.41
.45
.43
.46
.48
.46
.46
.50
.48
.45
.48
.44
.46
?47
.43
.48
5
0.62.57.64.54.55
.58
.62
.56
.64
.62
.72
.60
.54
.50
.62
.57
.61
.58
.58
.58
.63
.60
.59
.61
.55
.56
TssJ?
16
0.55.56.56.53.53
.54
.55
.53
.55
.57
.63
.57
.52
.49
.53
.51
.54
.55
.53
.54
.57
.56
.53
.55
.51
.54
.53
.50
.54
GRAIN
16
0.80.67.83.64.66
.70 -
.78
.67
.81
.75
.93
.72
.68
.63
.82
.72
.77
.70
.71
.71
.79
.72
.74
.75
.68
.67
.66
.74
.68
25
0.60.60.61.57.57
.58
.60
.57
.61
.63
.69
.61
.57
.53
!56.58.59
.58
.58
.62
.60
.57
.60
.55
.58
.57
.55
.58
SIZE, IN
25
0.96.74
1.02.70.73
.81
.92
.75
.97
.831.09.81.76
.711.03.85.93.80
.83
.82
.92
.82
.89
.88
.79
.75
.73
.89
.76
35
0.65.64.66.60.61
.62-
.64
.61
.66
.68
.75
.66
.62
.58
.62
.60
.63
.64
.62
.62
.66
.64
.61
.63
.59
.62
.61
.59
.62
AT GIVEN PERCENT
50
0.72.70.73.66.67
.67
.71
.66
.74
.75
.85
.73
.69
.65
.68
.67
.69
.69
.67
.68
.72
.71
.67
.69
.65
.68
.66
.65
.67
MILLIMETERS,
35
1.15.80
1.21.79.82
.95
1.10.86
1.17.94
1.25.91.83
.801.371.011.18.90
1.01.96
1.08.93
1.11
1.08.94 .82
.83
1.23 .88
50
1.43.91
1.54.94.96
1.27- 1.421.07
1.501.111.441.05.99
.932.201.451.671.11
1.291.281.441.211.67
1.511.29 1.04
1.00
1.80 1.16
65
0.83.77.83.72.75
.75
.81
.73
.82
.831.01.83.77
.72
.76
.75
.77
.78
.75
.76
.82
.79
.74
.77
.71
.75
.72
.72
.73
AT GIVEN
65
1.741.051.911.121.17
1.71 -1.841.36
1.921.331.681.231.15
1.132.632.112.191.41
1.751.661.861.532.14
2.012.50 1.29
1?37
2.38 1.67
FINER BY NUMBER OF PARTICLES
75
0.95.84.96.80.82
.83
.90
.82
.93
.921.17.92.84
.79
.85
.82
.84
.85
.83
.84
.91
.87
.82
.85
.78
.81
.79
.79
.79
PERCENT
75
1.931.212.641.281.31
1.99- 2.441.57
2.851.571.791.371.31
1.372.862.522.481.80
2.191.902.161.722.51
2.302.88 1.51
1.64
2.661.94
84
1.13.92
1.14.90.93
.94 1.05.93
1.091.041.341.03.97
.88
.99
.93
.99
.96
.97
.961.04.98.95
.98
.87
.92
.88
.90
.90
FINER BY
84
2.111.383.381.491.48
2.32 2.651.91
3.042.011.931.551.46
1.633.012.852.752.07
2.662.242.481.912.85
2.6B3.38 1.73
2.38
2.93 2.87
90
1.331.001.321.001.04
1.10 1.221.05
1.281.161.511.151.09
.971.151.071.181.09
1.121.141.221.151.11
1.16.98
1.06-_ .97
1.061.03
HEIGHT
90
2.261.703.461.771.64
2.57
27832.14
3.222.122.191.701.54
1.893.152.992.932.19
3.062.532.792.083.08
2.873.46 1.87
2763
3.12 3.05
95
1.661.161.681.161.24
1.35
1.481.28
1.531.341.721.341.29
1.131.521.361.571.31
1.361.421.541.481.47
1.531.181.27
1.18
1.511.26
95
2.421.763.562.311.84
2.85
2.932.44
3.422.292.911.841.66
2.413.343.173.122.36
3.432.853.232.313.38
2.973.57 2.12
3?42
3.37 3.30
(1) NO SAMPLE COLLECTED AT THIS SECTION.
278
TABLE 213.- SUHHARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1425, EAST FORK RIVER, WYOMING, 1980
DATE
5-1*5-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29 ( 1 )5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-166-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.47.47.43.43.46
.47
.46
.45
.48
.48
.49
.49
.42
.42
.44
.44
.45
.48
.46
.47
.49
.47
.45
.49
.44
.46
.47
.44
.46
5
0.65.57.67.56.64
.62
.60
.56
.61
.59
.56
.63
.59
.53
.53
.54
.56
.58
.56
.57
.57
.60
.64
.57
.52
.55
.56
.51
.54
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.57.55.53.50.55
.55
.54
.53
.56
.57
.56
.58
.51
.51
.51
.51
.53
.56
.53
.54
.55
.56
.53
.56
.51
.54
.54
.50
.53
GRAIN
16
0.88.68.93.72.87
.81
.77
.68
.75
.71
.64
.77
.77
.67
.65
.66
.69
.69
.67
.68
.67
.74
.94
.66
.64
.66
.67
.63
.64
25
0.62.60.59.55.60
.59
.59
.57
.61
.61
.60
.63
.56
.56
.55
.55
.57
.60
.58
.58
.59
.60
.57
.59
.55
.58
.57
.54
.57
SIZE,
25
1.03.75
1.16.88
1.05
.95
.90
.79
.85
.79
.69
.87
.90
.75
.72
.76
.79
.77
.76
.76
.73
.831.35
.71
.70
.72
.75
.69
.69
35
0.67.64.65.59.65
.64
.63
.61
.65
.66
.63
.67
.61
.61
.58
.59
.61
.64
.61
.62
.63
.65
.61
.63
.59
.62
.61
.58
.60
50
0.78.71.74.65.73
.70
.70
.67
.72
.73
.68
.75
.69
.68
.64
.64
.66
.70
.67
.67
.68
.72
.67
.67
.65
.68
.66
.63
.65
IN MILLIMETERS,
35
1.14.82
1.471.081.28
1.22
1.07.91
1.00.88.74.98
1.08
.84
.84
.89
.93
.85
.86
.86
.81
.961.87
.78
.79
.79
.85
.78
.76
50
1.37.93
1.901.691.56
1.69
1.391.12
1.231.02.83
1.221.72
.991.161.161.27.99
1.071.16.96
1.332.37
.91
.95
.95
1.08
.99
.90
65
0.93.79.87.73.86
.81
.79
.75
.81
.82
.74
.84
.77
.76
.69
.70
.73
.77
.74
.74
.74
.79
.75
.73
.71
.74
.72
.68
.71
AT GIVEN
65
1.721.082.382.201.99
2.03
2.031.43
1.521.14.93
1.472.42
1.211.501.891.731.22
1.361.481.201.612.83
1.131.181.17
1.43
1.471.13
FINER BY NUMBER OF PARTICLES
75
1.05.86.98.81.97
.89
.88
.84
.90
.91
.80
.92
.85
.83
.76
.78
.80
.84
.82
.80
.81
.87
.85
.79
.78
.80
.79
.74
.77
PERCENT
75
1.921.222.612.432.32
2.35
2.441.65
1.791.271.031.662.53
1.421.862.471.961.57
1.671.821.501.763.16
1.441.471.35
2.10
1.891.30
B4
1.17.95
1.17.94
1.18
1.01 1.02.96
1.041.02.87
1.05.95
.94
.85
.87
.91
.94
.92
.90
.90
.981.02
.87
.87
.89
.89
.82
.85
FINER BY
84
2.321.332.852.562.79
2.89
2.682.06
2.121.441.182.862.65
1.682.652.862.352.02
1.982.151.871.923.41
1.702.121.69
2.64
2.421.58
90
1.331.051.411.101.41
1.25 1.161.09
1.191.11.94
1.201.08
1.051.00.96
1.061.03
1.051.04.98
1.181.25
.96
.971.02 .99
.91
.96
HEIGHT
90
2.521.432.912.683.38
3.11
27852.18
2.401.631.383.222.77
1.762.903.002.632.09
2.192.492.572.073.48
1.942.441.78
3?38
2.641.88
95
1.651.221.891.401.64
1.66 1.421.31
1.431.241.061.401.36
1.251.251.131.361.19
1.281.311.151.551.93
1.131.131.20 1.21
1.111.15
95
2.741.533.002.833.50
3.39
2.952.35
2.831.911.463.463.44
1.873.093.192.882.18
2.442.852.872.263.58
2.352.681.92
3.49
2.872.58
(1) NO SAMPLE COLLECTED AT THIS SECTION.
279
TABLE 214.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1481, EAST FORK RIVER, WYOMING, 1980
DATE
5-14 5-16 5-19 5-21 5-22
5-245-26(1) 5-27 5-285-29(1)
5-30 6- 1 6- 3 6- 5 6- 7
6- 9-10-11-12-13
-14-15-16-17-18
-19-20-21-22(1)-23
-25-27
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-30 i_ 3 5- 7
_ 9-10-11-12-13
-14-15-16-17-18
-19-20
6-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.42 .43 .51 .43 .43
.47
.51
.42
.50
.51
.49
.50
.49
.45
.45
.47
.44
.48
.47
.49
.50
.47
.46
.49
.47
.45
.47
.45
.46
5
0.52.53.61.56.52
.64
.62
.52
.58
.65
.59
.62
.58
.61
.60
.68
.58
.60
.59
.63
.70
.60
.59
.72
.64
.58
.60
.61
.55
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.49 .50 .58 .52 .50
.55
.58
.50
.57
.59
.57
.58
.56
.53
.54
.56
.52
.55
.54
.56
.58
.55
.54
.59
.56
.53
.55
.53
.53
GRAIN
16
0.65.65.72.70.65
.83
.74
.65
.67
.82
.70
.77
.68
.80
.77
.94
.74
.73
.72
.81
.99
.75
.73
1.04.82.73 .76
.81
.65
25
0.53 .55 .63.57 .54
.59
.62
.55
.61
.64
.61
.62
.60
.58
.59
.62
.57
.60
.59
.60
.63
.59
.58
.64
.61
.57
.59
.58
.58
SIZE,
25
0.75.73.79.79.74
1.04 .84.72
.74
.95
.78
.87
.75
.97
.901.14.88.85
.83
.991.36.87.84
1.28.97.86 .89
.99
.72
35
0.57 .59 .67 .61 .58
.64
.66
.59
.64
.68
.65
.66
.64
.62
.63
.67
.61
.64
.63
.65
.67
.63
.63
.69
.66
.62
.63
.63
.62
50
0.63 .65 .73 .68 .63
.70
.72
.66
.69
.76
.71
.73
.70
.69
.70
.76
.67
.70
.69
.70
.74
.70
.69
.79
.74
.68
.69
.70
.67
IN MILLIMETERS,
35
0.87.83.87.91.87
1.38
.95
.80
.821.13.86.98.82
1.221.071.381.071.00
.981.211.701.03.98
1.531.121.00 1.09
1.19.80
50
1.161.041.031.141.18
1.91
1.16.95
.951.41.97
1.27.96
1.631.391.761.411.27
1.301.562.221.371.23
1.871.381.30
1.50
1.49.93
65
0.69 .72 .81 .77 .70
.79
.81
.73
.78
.87
.80
.84
.77
.79
.80
.89
.76
.79
.77
.81
.85
.78
.78
.95
.86
.78
.77
.81
.75
AT GIVEN
65
2.311.281.191.341.51
2.48
1.531.22
1.081.731.251.551.14
2.151.832.261.951.58
1.741.932.921.981.63
2.261.731.67 2.20
1.811.09
FINER BY NUMBER OF PARTICLES
75
0.76 .80 .88 .84 .77
.89
.90
.80
.85
.97
.87
.92
.84
.88
.891.02.85.88
.84
.93
.96
.87
.87
1.12.98.87
.85
.94
.82
PERCENT
75
2.481.591.361.532.10
2.90
1?721.43
1.181.951.511.761.30
2.502.182.712.381.82
2.062.203.412.441.90
2.511.982.12 2.63
2.081.27
84
0.84 .92
1.00 1.00 .87
1.03
1.00 .89
.97 1.13 .94
1.04 .94
1.041.021.21.98
1.02
.971.101.22.99
1.00
1.371.13.99
.97
1.13.91
FINER BY
84
2.611.791.581.742.34
3.06 1.951.56
1.422.451.732.021.49
3.052.633.072.862.15
2.402.503.492.862.21
2.772.362.66 3.17
2.351.50
90
0.93 1.05 1.09 1.16 1.01
1.21
1.13 .99
1.06 1.31 1.02 1.23 1.05
1.241.191.441.161.19
1.121.331.481.141.14
1.641.291.15
1.13
1.341.00
HEIGHT
90
2.731.913.381.862.50
3.21 2.881.67
1.482.661.882.261.67
3.382.903.353.012.48
2.652.753.552.972.51
2.942.553.16 3.42
2.481.70
95
1.08 1.25 1.24 1.35 1.25
1.74
1.44 1.24
1.17 1.59 1.25 1.49 1.22
1.581.481.821.421.46
1.411.662.001.391.40
2.011.591.41
1.37
1.641.17
95
2.882.043.502.062.70
3.40 2.972.36
1.563.422.882.442.04
3.503.143.483.222.83
3.073.103.643.112.85
3.162.793.45 3.53
2.631.81
(1) NO SAMPLE COLLECTED AT THIS SECTION.
280
TABLE 215.-
DATE
5-14 5-16 5-19 5-21 5-22
5-245-26(1)5-275-285-29(1)5-306- 1 6- 3 6- 5 6- 7
6- 9 6-10 6-11 6-12 6-13
6-14 6-156-16(1)6-176-18
6-19 6-20 6-216-22(1) 6-23
6-25 6-276-29(1)
DATE
5-14 5-16 5-19 5-21 5-22
5-24 5-26(1) 5-27 5-285-29(1)5-306- 1 6- 3 6- 5 6- 7
6- 9 6-10 6-11 6-12 6-13
6-146-156-16(1)6-176-18
6-19 6-20 6-216-22(1) 6-23
6-25 6-276-29(1)
SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1533, EAST FORK RIVER, WYOMING, 1980
GRAIN
5
0.47 .46 .45 .47 .42
.49
.52
.47
.49
.47
.47
.48
.46
.43
.48
.45
.42
.50
.48
.49
.47
.47
.46
.45
.48
.50
.47
.48
5
0.55 .55 .55 .60 .58
.63
.67
.74
.58
.56
.60
.62
.64
.55
.63
.68
.64
.61
.65
.69
.59
.68
.58
.56
.63
.68
.67
.62
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.54 .53 .52 .55 .51
.56
.59
.57
.57
.54
.55
.56
.55
.51
.56
.55
.51
.57
.56
.57
:If.54 .52 .56
.58
.56
.56
GRAIN
16
0.65 .66 .68 .76 .77
.82
.88 1.06
.69
.66
.74
.77
.89
.70
.79
.96
.95
.73
.86
.98
.71
.99
.71
.69
.81
.98
.96
.77
25
0.57 .57 .56 .60 .56
.60
.63
.63
.61
.58
.60
.61
.59
.55
.61
.61
.56
.61
.61
.62
.59
.61
.58
.57
.60
.62
.61
.61
SIZE,
25
0.71 .74 .79 .88 .93
1.07
1.09 1.31
.75
.73
.83
.90 1.09
.83
.93 1.20 1.20 .83
1.07 1.27
.81 1.28
.83
.80
.97
1.23
1.19 .91
35
0.61 .61 .59 .65.61
.64
.67
.69
.65
.62
.65
.65
.64
.60
.65
.66
.62
.65
.65
.67
.63
.65
.62
.61
.64
.67
.65
.65
50
0.66 .67 .64 .71 .68
.69
.73
.81
.71
.68
.71
.72
.70
.66
.72
.76
.69
.72
.71
.75
.69
.73
.68
.67
.70
.76
.74
.71
IN MILLIMETERS,
35
0.79 .83 .95
1.01 1.09
1.31
1.351.56
.81
.80
.97 1.06 1.38
.97 1.14 1.47 1.49 .94
1.35 1.55
.951.61
.95
.93 1.22
1.50
1.41 1.08
50
0.96 .97
1.35 1.22 1.37
1.68
1.99 2.03
.95
.94 1.16 1.29 1.72
1.28 1.46 1.82 1.97 1.17
1.80 2.03
1.21 2.14
1.20 1.12 1.68
1.86
1.76 1.34
65
0.72 .75 .70 .82 .79
.78
.84
.97
.77
.75
.80
.82
.83
.74
.82
.89
.81
.80
.82
.86
.77
.85
.77
.76
.80
.91
.89
.81
AT GIVEN
65
1.14 1.16 1.981.52 1.87
2.43
2.33 2.25
1.13 1.10 1.55 1.59 2.29
1.73 1.85 2.18 2.37 1.49
2.22 2.58
1.55 2.80
1.59 1.37 2.21
2.23
2.20 1.67
FINER BY NUMBER
75
0.78 .83 .78 .93 .90
.88
.94 1.14
.83
.82
.88
.93
.95
.83
.92 1.02 .96 .89
.93 1.00
.84
.99
.86
.86
.89
1.06
1.04 .92
PERCENT
75
1.52 1.38 2.23 2.01 2.21
2.62
3.232.44
1.42 1.25 2.09 1.91 2.99
2.04 2.11 2.47 2.65 1.80
2.52 3.01
1.81 3.03
2.05 1.71 2.58
2.55
2.562.01
84
0.88 .94 .89
1.06 1.04
1.09
1.09 1.39
.92
.93 1.01 1.08 1.12
.95 1.08 1.26 1.16 .99
1.12 1.25
.97 1.22
.97
.99 1.03
1.33
1.26 1.08
FINER BY
84
2.05 1.58 3.02 2.13 2.83
3.37
3.43 2.74
1.57 1.45 2.38 2.47 3.39
2.34 2.42 2.83 2.94 2.07
2.91 3.38
2.13 3.29
2.43 2.00 2.90
2.88
2.97 2.34
OF PARTICLES
90
0.99 1.05 1.02 1.18 1.18
1.29
1.28 1.65
1.02 1.04 1.12 1.23 1.36
1.09 1.28 1.53 1.41 1.14
1.361.49
1.13 1.47
1.10 1.11 1.23
1.60
1.47 1.25
HEIGHT
90
2.27 1.70 3.37 2.24 3.19
3.45
3.50 2.88
2.01 1.61 2.58 3.42 3.47
3.00 2.64 2.98 3.15 2.34
3.15 3.46
2.52 3.42
2.79 2.19 3.04
3.04
3.34 2.72
95
1.11 1.24 1.33 1.45 1.44
1.55
1.75 2.12
1.17 1.19 1.30 1.41 1.66
1.37 1.67 1.92 1.87 1.37
1.77 1.96
1.38 1.98
1.34 1.30 1.63
2.06
1.83 1.49
95
2.90 1.76 3.49 2.83 3.45
3.56
3.60 2.97
2.08 1.80 2.84 3.53 3.57
3.362.94 3.17 3.41 2.49
3.42 3.56
2.89 3.53
2.92 2.41 3.23
3.25
3.48 2.91
(1) NO SAMPLE COLLECTED AT THIS SECTION.
281
TABLE 216.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1573, EAST FORK RIVER, NYOMING,
GRAIN SIZE, IN MILLIMETERS, AT
DATE
5-145-165-195-215-22
5-245-26 ( 1 )5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26 ( 1 )5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
5
0.42.46.42.45.49
.51
.45
.49
.47
.46
.50
.47
.46
.47
.47
.44
.42
.48
.48
.48
.48
.48
.48
.45
.46
.48
.46
.47
5
0.54.56.51.55.63
.66
.63
.57
.57
.58
.62
.63
.56
.59
.60
.62
.61
.58
.65
.71
.64
.68
.60
.57
.64.
.61
.59
.62
16
0.50.53.50.53.57
.59
.56
.56
.54
.54
.59
.57
.53
.54
.54
.53
.50
.55
.56
.57
.56
.57
.56
.53
.55
.55
.55
.55
GRAIN
16
0.68.68.62.68.79
.84
.80
.67
.69
.72
.75
.78
.69
.74
.77
.82
.88
.69
.87
.99
.82
.94
.74
.69
.88
.77
.74
.79 .
25
0.54.58.54.57.62
.64
.62
.59
.59
.58
.63
.62
.58
.58
.59
.58
.55
.59
.61
.63
.61
.62
.61
.57
.60
.59
.60
.60
SIZE,
25
0.81.77.69.78.91
1.02
.90
.74
.79
.85
.84
.89
.78
.90
.921.021.17.77
1.081.24 - .99
1.17
.84
.811.08
.93
.84
.94
35
0.58.62.58.61.67
.68
.68
.63
.63
.63
.68
.67
.62
.61
.62
.62
.60
.63
.65
.68
.65
.67
.66
.61
.65
.63
.64
.65
GIVEN PERCENT
50
0.64.67.64.67.75
.76
.77
.68
.69
.69
.75
.75
.67
.67
.68
.69
.67
.69
.72
.78
.72
.77
.74
.67
.73
.69
.72
.72
IN MILLIMETERS, AT
35
1.00.88.78.88
1.04
1.19 1.00.83
.89
.98
.931.03.91
1.161.131.261.46.87
1.321.58 1.201.37
.95
.931.29
1.11
.951.11
50
1.291.08.93
1.071.28
1.41
1.211.07
1.101.161.091.231.12
1.631.541.751.911.06
1.712.12 1.561.67
1.111.181.56
1.68
1.141.42
65
0.71.75.70.76.85
.89
.87
.74
.77
.80
.84
.85
.75
.74
.77
.79
.77
.76
.83
.91
.82
.91
.84
.75
.86
.78
.81
.82
GIVEN
65
1.671.401.111.311.53
1.62
1.491.30
1.391.381.331.461.38
2.142.162.242.401.29
2.112.52
1.932.07
1.291.591.88 2.15
1.371.85
FINER BY NUMBER OF PARTICLES
75
0.79.84.77.84.95
1.04
.96
.80
.84
.91
.92
.96
.83
.83
.86
.90
.89
.84
.961.03
.931.06
.94
.831.00
.87
.90
.93
PERCENT
75
1.871.591.301.481.79
1.83
1.771.55
1.641.531.691.751.71
2.582.862.472.611.54
2.452.83 2.262.42
1.431.982.09 2.52
1.712.28
B4
0.94.94.87.95
1.11
1.24
1.09.93
.951.051.021.10.99
.95
.981.071.11.96
1.151.23
1.111.28
1.06.95
1.23
1.00
1.031.08
FINER BY
84
2.391.781.791.702.17
2.08 1.981.87
2.151.931.842.011.85
2.903.392.672.871.93
2.743.39 2.682.77
1.652.392.28
2.89
2.002.56
90
1.101.07.98
1.081.27
1.42
1.231.09
1.081.181.151.241.12
1.151.151.271.371.08
1.381.50
1.321.48
1.191.071.44
1.14
1.151.24
HEIGHT
90
3.371.932.023.392.40
2.28- 2.402.08
2.382.161.992.241.98
3.023.472.853.102.26
3.003.47 2.923.11
2.032.802.41 3.04
2.172.77
95
1.391.341.111.281.48
1.65
1.451.29
1.291.381.351.441.33
1.531.451.661.791.26
1.772.10
1.651.82
1.351.311.77
1.50
1.351.52
95
3.492.252.393.502.48
2.66 2.492.32
2.472.842.242.432.18
3.183.573.063.392.45
3.363.57 3.123.43
2.363.082.49 3.26
2.402.91
(1) NO SAMPLE COLLECTED AT THIS SECTION.
282
TABLE 217.-
DATE
SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1610, EAST FORK RIVER, HYOMING, 1980
5-14 5-16 5-19 5-21 5-22
5-245-26(1) 5-27 5-2B 5-29(1)5-30- 1- 3- 5
- 9-10-11-12-13
-14-15
-18
-19-20-21-22(1)-23
-25-27-29(1)
DATE
5-14 5-16 5-19 5-21 5-22
5-245-26(1) 5-27 5-28 5-29(1)5-30
- 9-10-11-12-13
-14-15-16(1)-17-18
-19-20-21-22(1)-23
-25-27-29(1)
GRAIN SIZE, IN MILLIMETERS,
5
0.42 .46 .45 .48 .42
.45
.48
.50
.50
.49
.48
.50
.53
.47
.47
.46
.45
.50
.46
.48
.48
.49
.47
.44
.47
.49
.45
.47
5
0.49 .57 .57 .60 .54
.54
.58
.64
.62
.60
.62
.59
.69
.58
.63
.67
.71
.57
.62
.60
.57
.64
.63
.53
.58
.62
.54
.64
16
0.50 .54 .53 .56 .50
.52
.55
.58
.5B
.56
.56
.57
.62
.55
.56
.55
.56
.57
.54
.56
.55
.57
.55
.52
.54
.57
.52
.56
GRAIN
16
0.59 .69 .70 .73 .68
.66
.70
.81
.76
.73
.78
.70
.91
.70
.80
.93
.99
.67
.81
.74
.67
.82
.84
.64
.70
.76
.66
.86
25
0.54
:B.61 .55
.56
.59
.63
.62
.60
.60
.61
.67
.59
.61
.61
.62
.60
.59
.61
.59
.62
.60
.56
.58
.61
.56
.60
SIZE,
25
0.65 .79 .80 .82 .78
.73
.79
.97
.88
.84
.99
.78 1.06
.79
.931.13 1.21 .72
1.01 .85
.75
.96
1.04 .70 .81
.89
.75 1.05
35
0.57 .62 .61 .65 .60
.60
.63
.67
.65
.64
.64
.65
.72
.63
.66
.66
.69
.64
.64
.65
.62
.66
.64
.60
.62
.65
.59
.65
AT GIVEN PERCENT
50
0.63 .67 .67 .72 .67
.66
.69
.74
.71
.70
.69
.71
.82
.69
.75
.75
.81
.69
.70
.72
.68
.74
.71
.66
.67
.72
.65
.72
IN MILLIMETERS, AT
35
0.71 .91 .96 .93 .91
.82
.921.12
1.02 1.01 1.23 .88
1.21
.89 1.07 1.34 1.38 .79
1.25 .96
.85 1.12
1.24 .78 .98
1.03
.891.24
50
0.82 1.20 1.39 1.13 1.08
1.00
1.14 1.38
1.28 1.20 1.55 1.05 1.53
1.06 1.30 1.70 1.72 .93
1.63 1.16
1.03 1.38
1.53 .91
1.34
1.27
1.13 1.57
65
0.69 .75 .73 .81 .76
.73
.77
.86
.81
.79
.78
.79
.96
.76
.86
.89
.95
.75
.79
.82
.75
.86
.83
.73
.74
.82
.70
.84
GIVEN
65
0.95 1.49 1.76 1.37 1.27
1.20
1.45 1.77
1.75 1.49 1.90 1.27 1.79
1.29 1.56 2.13 2.20 1.09
2.20 1.46
1.25 1.72
1.80 1.07 1.78
1.52
1.40 1.89
FINER BY NUMBER OF PARTICLES
75
0.75 .84 .80 .89 .85
.80
.84
.98
.91
.90
.87
.87 1.08
.86
.97 1.03 1.12 .82
.89
.91
.83
.96
.97
.80
.81
.93
.81
.99
PERCENT
75
1.07 1.67 2.02 1.55 1.60
1.70
1.66 2.01
2.08 1.71 2.43 1.45 1.93
1.58 1.82 2.51 2.53 1.23
2.55 1.69
1.38 2.05
2.02 1.23 1.97
1.80
1.71 2.18
84
0.83 .94 .91
1.01 1.01
.90
.98 1.13
1.03 1.05 1.08 .99
1.25
.98 1.12 1.22 1.32 .93
1.08 1.03
.94 1.13
1.17 .88 .93
1.07
.931.16
FINER BY
84
1.22 1.86 2.20 1.94 1.76
1.91
1.91 2.21
2.28 2.07 2.85 1.62 2.33
1.85 2.22 2.85 2.83 1.45
2.87 1.94
1.73 2.39
2.53 1.53 2.85
2.22
1.79 2.55
90
0.92 1.12 1.08 1.15 1.10
1.01
1.11 1.30
1.15 1.18 1.28 1.12 1.49
1.10 1.28 1.43 1.52 1.03
1.27 1.16
l.OB 1.29
1.40 .98
1.10
1.22
1.08 1.37
HEIGHT
90
1.42 2.04 2.36 2.79 1.85
3.41
2.14 2.39
2.41 2.30 2.91 1.77 2.50
2.05 2.68 2.94 2.90 1.65
3.06 2.10
2.06 2.61
2.79 2.02 2.97
2.56
1.87 2.85
95
1.06 1.43 1.44 1.34 1.29
1.15
1.37 1.68
1.46 1.43 1.59 1.33 1.78
1.29 1.51 1.80 1.90 1.17
1.59 1.43
1.26 1.56
1.68 1.12 1.38
1.45
1.34 1.70
95
1.47 2.28 3.48 3.48 1.96
3.52
2.86 2.47
2.49 2.45 3.00 1.95 2.69
2.29 3.13 3.06 2.99 1.75
3.33 2.27
2.30 2.86
2.92 2.09 3.13
3.44
1.97 3.15
(1) NO SAMPLE COLLECTED AT THIS SECTION.
283
TABLE 218.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1662, EAST FORK RIVER, HYOHING, 1980
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.44.45.45.44.47
.45
.47
.50
.49
.43
.47
.45
.46
.46
.41
.43
.45
.49
.48
.48
.48
.48
.46
.47
.47
.46
.48
.45
5
0.55.57.54.58.71
.55
.62
.59
.62
.63
.58
.58
.56
.53
.51
.55
.56
.56
.59
.59
.57
.64
.55
.56
.57
.58
.68
.53
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.52.54.52.52.57
.53
?55.58
.57
.53
.55
.54
.53
.53
.48
.51
.53
.55
.56
.56
.55
.55
.52
.54
.54
7i4
.56
.52
GRAIN
16
0.67.71.66.74.97
.67
.80
.69
.76
.85
.69
.71
.68
.62
.65
.70
.68
.65
.71
.71-
.68
.89
.67
.66
.69~7l
1.01.63
25
0.56.59.57.57.63
.57
.59
.62
.61
.59
.60
.58
.58
.57
.52
.56
.57
.59
.60
.61
.59
.60
.56
.57
.59
.59
.60
.56
SIZE,
25
0.77.79.74.89
1.20
.76. 1.01.76
.871.01.78.83.77
.68
.75
.79
.78
.70
.81
.80-
.761.11
.78
.72
.78
.81
1.33.69
35
0.61.64.61.61.69
.61
.63
.66
.66
.65
.64
.63
.62
.61
.56
.61
.61
.63
.65
.65
.63
.64
.59
.61
.63.
.63
.65
.60
50
0.67.72.67.67.80
.67
.70
.72
.72
.74
.70
.69
.68
.66
.62
.68
.67
.67
.71
.71
.69
.70
.64
.66
.69
.69
.71
.66
IN MILLIMETERS,
35
0.89.88.82
1.121.41
.88
1.19.83
1.001.17.86.93.88
.73
.91
.89
.90
.77
.91
.91
.861.35
.98
.82
.88
.93
1.70.75
50
1.041.03.99
1.471.84
1.05
1.54.97
1.191.50.98
1.131.11
.821.371.101.13.90
1.111.09 1.031.81
1.321.081.07
1.19
2.68.87
65
0.76.81.74.75.93
.75
.79
.79
.82
.87
.79
.79
.76
.72
.68
.77
.75
.74
.80
.80
.77
.82
.70
.71
.77.
.77
.84
.72
AT GIVEN
65
1.241.191.231.832.22
1.30
2.121.13
1.651.801.221.391.30
.952.431.331.401.06
1.421.27
1.222.45
1.751.351.40
1.48
3.231.02
FINER BY NUMBER OF PARTICLES
75
0.86.90.81.83
1.08
.84
.91
.86
.92
.99
.86
.88
.84
.78
.74
.83
.82
.80
.88
.89
.85
.95
.77
.78
.84
.84
.95
.78
PERCENT
75
1.521.301.442.072.43
1.72
2.401.27
1.912.121.421.791.44
1.073.391.591.691.17
1.531.41- 1.352.63
1.931.651.78
1.77
3.411.17
84
0.961.02.92
1.011.29
.94- 1.09.97
1.041.15.94.98.98
.85
.82
.95
.98
.91
1.001.02
.981.12
.91
.89
.93
.97
1.15.87
FINER
84
1.771.441.662.232.62
1.87
2.721.48
2.162.441.762.141.66
1.233.472.391.821.31
1.651.85
1.532.86
2.081.862.08- 2.41
3.481.46
90
1.071.131.041.221.50
1.06 .1.251.07
1.151.381.041.101.16
.94
.941.081.121.02
1.161.15
1.111.32
1.101.061.04
1.12
1.37.95
BY HEIGHT
90
1.901.561.862.372.79
2.01 3.071.73
2.382.582.392.491.89
1.373.542.441.941.47
1.812.03 1.773.09
2.182.012.38
2.47
3.551.63
95
1.231.291.251.552.02
1.27
1.531.22
1.391.641.241.301.33
1.081.171.271.361.15
1.451.31
1.271.74
1.391.291.27
1.34
1.761.10
95
2.881.702.042.823.29
2.08
3.421.87
2.832.762.472.862.25
1.523.632.522.241.77
2.022.10- 2.283.39
2.322.082.47- 2.54
3.641.73
(1) NO SAMPLE COLLECTED AT THIS SECTION.
284
TABLE 219.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1695, EAST FORK RIVER, NYOMING, 1980
GRAIN SIZE, IN MILLIMETERS, AT GIVEN
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
5
0.44.43.44.46.45
.48
.50
.46
.51
.45
.45
.48
.43
.42
.44
.45
.49
.50
.43
.47
.44
.44
.45
.48
.48
.48
.45
5
0.55.57.52.56.58
.56
.61
.59
.62
.53
.59
.55
.54
.53
.52
.56
.63
.61
.56
.59
.51
.52
.55
.64
.62
.61
.55
16
0.52.52.51.53.53
.55
.57
.54
.58
.53
.53
.54
.51
.50
.51
.52
.57
.57
.51
.54
.51
.51
.53
.57
.56
.56
.52
GRAIN
16
0.68.72.62.68.72
.67
.75
.75
.76
.63
.75
.63
.67
.67
.63
.68
.80
.73
.71
.72
.62
.63
.67
.81
.78
.77
.67
(1) HO SAMPLE COLLECTED AT(2) SIZE DATA NOT
25
0.57
!55.57.57
.59
.60
.59
.62
.57
.58
.57
.55
.54
.55
.57
.62
.61
.56
.59
.55
.55
.57
.62
.60
.60
.57
SIZE,
25
0.77.82.68.77.86
.73
.88
.88
.88
.69
.88
.68
.77
.77
.69
.78
.93
.83
.86
.85
.67
.70
.75
.95
.91
.91
.76
THISDETERMINED FOR
35
0.61.62.59.61.62
.63
.64
.63
.66
.61
.62
.60
.60
.59
.59
.61
.66
.65
.60
.63
.59
.58
.62
.67
.64
.65
.61
50
0.68.69.65.66.68
.68
.69
.69
.72
.67
.69
.65
.66
.65
.64
.67
.73
.71
.66
.69
.64
.64
.68
.75
.70
.71
.66
IN MILLIMETERS,
35
0.87.94.75.90.99
.82
1.051.05
1.04.75
1.04.77
.89
.90
.79
.901.07
.971.01
.96
.75
.81
.841.12 1.13
1.05.87
SECTION.
50
1.031.14.87
1.141.29
.94
1.501.34
1.28.84-
1.32.97
1.121.12.96
1.201.43
1.191.34
1.27.88
.99
.971.35
1.56
1.301.16
SAMPLE COLLECTED
PERCENT
65
0.76.77.72.73.77
.76
.77
.79
.82
.74
.78
.69
.74
.73
.70
.74
.83
.79
.74
.78
.70
.70
.77
.86
.80
.82
.73
AT GIVEN
65
1.271.591.001.501.65
1.09
2.441.62
1.57.99
1.771.18
1.361.411.181.431.74
1.541.86 1.681.06
1.201.151.73
2.14
1.661.42
AT THIS
FINER BY NUMBER OF PARTICLES
75
0.85.85.80.80.86
.84
.86
.89
.93
.80
.88
.75
.82
.81
.78
.81
.94
.87
.84
.87
.77
.77
.86
.97
.88
.92
.80
PERCENT
75
1.432.441.081.952.19
1.27
2.581.99
1.781.07
2.111.48
1.551.681.371.682.13
1.842.21
1.951.23
1.611.321.92 2.48
2.081.62
SECTION.
84
0.95.96.90.92.98
.92
.981.04
1.09.88
1.02.86
.95
.94
.89
.951.07
1.01.96 .97.86
.88
.951.15
.98
1.05.92
FINER BY
84
1.632.811.182.382.40
1.74
2.752.19
1.991.16
2.311.76
1.911.981.681.922.41
2.272.51
2.201.43
1.901.452.08
2.85
2.281.84
90
1.091.06.99
1.061.12
1.00 1.091.18
1.24.98
1.201.00
1.101.07.99
1.141.19
1.141.10 1.16.96
.991.061.30
1.19
1.191.08
HEIGHT
90
1.832.891.282.442.46
1.91
2.862.38
2.351.33 2.671.92
2.393.392.002.032.57
2.882.78 2.431.62
2.201.522.19
2.92
2.602.39
95
1.301.241.091.271.39
1.12 1.351.50
1.491.08 1.441.15
1.311.271.171.371.54
1.371.37 1.381.13
1.141.261.64
1.45
1.451.34
95
2.032.981.462.522.53
2.90
2.962.83
2.811.51
3.462.05
2.473.502.382.102.79
2.973.47
2.841.73
2.901.612.34
3.00
3.452.47
285
TABLE 220.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1730, EAST FORK RIVER, WYOMING, i960
GRAIN SIZE, IN
DATE
5-145-165-195-215-22
5-245-26 (!5-275-28
5
0.42.43.44.46.45
.47
.54
.39
16
0.50.52.51.54.53
.54
.61
.48
MILLIMETERS,
25
0.54.56.56.58.58
.58
.65
.53
35
0.58.61.60.62.63
.62
.69
.59
AT GIVEN
50
0.64.68.66.68.70
.67
.78
.665-29(1) _______
5-306- 1 56- 3 56- 5 :6- 7
6- 96-106-116-126-13
6-146-156-16H6-176-18
6-196-206-21
.50M M?
.46
.45
.40
.46
.46
.53
.49
.44L)
.45
.47
.47
.50
.516-22(1)6-23
6-256-27
.49
.45
.49
.57 .53
.52
.48
.55
.53
.62
.56
.51
.52
.55
.55
.58
.58
.56
.53
.57
.61 _-.56
.56
.53
.59
.57
.66
.61
.55
.55
.59
.60
.62
.62
.60
.57
.62
.64 _-.59
.59
.58
.64
.61
.71
.65
.58
.59
.63
.64
.66
.66
.64
.61
.66
.69 . .64
.64
.66
.71
.67
.80
.71
.64
.65
.70
.70
.72
.71
.70
.68
.74
PERCENT
65
0.70.76.73.76.81
.74
.89
.75
.76 .69
.69
.75
.82
.74
.94
.83
.69
.70
.79
.80
.80
.80
.78
.76
.85
FINER BY
75
0.77.85.81.84.92
.81
1.00.83
.82 .75
.76
.83
.92
.811.08
.93
.75
.76
.89
.89
.88
.88
.86
.841.01
NUMBER
84
0.86.97.92.95
1.05
.90
1.11.92
.92 .83
.86
.951.05.96
1.27
1.09.83 .83
1.02
1.03.99.97
.95
.961.23
OF PARTICLES
90
0.921.091.061.091.16
.99
1.241.01
1.02 .92
.961.121.221.151.48
1.31.94 .92
1.16
1.231.141.11
1.09
1.091.42
95
1.031.261.271.411.53
1.16
1.551.18
1.19 1.09
1.121.441.471.412.02
1.601.15
1.101.45
1.561.391.34
1.37
1.301.666-29(1) _______________
DATE
5-145-165-195-215-22
5-245-26 (]5-275-28
5
0.51.54.55.58.59
.58L)
.65
.515-29(1)5-306- 1(56- 356- 5(56- 7
6- 96-106-116-126-13
6-146-156-16 C6-176-18
6-196-206-21
.58» __
i ___
i __
.54
.52
.54
.60
.57
.72
.62
.53L)
.51
.60
.62
.63
.62
GRAIN
16
0.62.67.69.71.76
.70
.80
.65
.67 .65
.62
.70
.77
.70
.99
.79
.65
.61
.75
.80
.77
.76
SIZE,
25
0.68.76.79.81.89
.80
?93.74
.73 - .70
.67
.82
.89
.811.21
.92
.72
.67
.88
.95
.89
.86
IN MILLIMETERS,
35
0.76.86.92.94
1.02
.91
1.05.83
.81 .81
.74
.961.03.99
1.46
1.09.82
.721.02
1.181.06.99
50
0.891.021.211.251.22
1.19 1.21.96
.95 1.06
.881.291.301.292.02
1.421.11 .82
1.32
1.571.451.32
AT GIVEN
65
1.041.201.611.621.70
2.88 1.551.15
1.14 1.73
1.051.651.611.602.35
1.671.77 .97
1.68
2.302.061.84
PERCENT
75
1.301.332.071.921.85
3.03 1.731.38
1.31_
2.21
1.211.811.841.882.88
1.832.38 1.142.13
2.452.842.72
FINER BY
84
1.651.502.842.112.01
3.20
1.891.67
1.54
2.86
1.391.982.172.193.02
2.042.44 1.272.39
2.562.903.04
HEIGHT
90
3.441.662.902.242.05
3.36
2.191.87
2.40
2.93
1.952.482.632.473.15
2.322.49 1.372.45
2.662.963.26
95
3.552.042.992.852.12
3.48 2.752.04
2.48-
3.01
2.922.863.452.853.32
2.762.56 1.572.52
2.803.043.45
6-22(1) 6-23
6-256-27 6-29 C
.60
.57
.66
.71
.71
.87
(1) NO SAMPLE COLLECTED AT(2) SIZE DATA NOT
.81
.821.08
THISDETERMINED FOR
.92
.961.28
SECTION.SAMPLE
1.20
1.221.54
COLLECTED
1.54
1.622.01
AT THIS
1.85
2.242.23
SECTION.
2.19
2.512.40
2.47
2.662.46
2.85
2.852.53
286
TABLE 221.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1766, EAST FORK RIVER, WYOMING, 1980
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-245-26 ( 1 )5-275-285-29
5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
GRAIN
5
0.50.43.40.48.44
.52
.45
.47
.50
.45
.41
.46
.46
.44
.42
.40
.43
.50
.49
.47
.44
.48
.45
.49
.48
.50
.48
.47
.49
5
0.58.53.58.61.57
.68
.57
.60
.57
.57
.51
.55
.54
.58
.55
.47
.59
.65
.66
.59
.58
.61
.54
.60
.59
.66
.56
.66
.60
SIZE, IN MILLIMETERS, AT GIVEN PERCENT
16
0.56.51.49.56.51
.60
.52
.56
.57
.53
.49
.53
.52
.53
.51
.48
.52
.57
.58
.55
.53
.55
.52
.57
.56
.59
.55
.55
.57
GRAIN
16
0.68.65.78.75.72
.90
.70
.75
.65
.70
.65
.67
.65
.73
.70
.58
.77
.85
.85
.72
.73
.76
.65
.71
.71
.82 _
.66
.95
.73
25
0.60.55.55.61.56
.65
.57
.62
.60
.57
.53
.57
.56
.58
.56
.52
.58
.61
.62
.60
.58
.60
.57
.61
.60
.64
.58
.60
.61
SIZE, IN
25
0.77.74.94.85.87
1.10
.80
.84
.69
.82
.76
.75
.72
.85
.80
.64
.891.081.05
.81
.83
.92
.72
.79
.80
.96
.72
1.15.Bl
35
0.63.59.60.65.60
.69
.61
.67
.63
.61
.56
.60
.59
.63
.60
.56
.63
.65
.67
.64
.62
.64
.61
.66
.64
.69
.62
.65
.66
50
0.68.64.68.72.66
.77
.67
.75
.68
.67
.62
.66
.64
.70
.67
.62
.71
.71
.73
.70
.69
.70
.67
.72
.71
.76
.67
.73
.72
MILLIMETERS,
35
0.89.87
1.17.98
1.01
1.32
.94
.95
.75
.96
.91
.85
.85
.94
.92
.701.051.401.34
.93
.98 1.08.80
.89
.901.15
.82
1.39.91
50
1.061.071.471.261.38
1.65
1.181.08.84
1.251.191.071.141.20
1.20.80
1.372.081.91
1.191.26
1.35.93
1.061.051.50
.99
1.861.09
65
0.75.70.78.80.75
.89
.75
.85
.74
.76
.68
.72
.69
.81
.76
.69
.80
.81
.82
.78
.78
.79
.74
.80
.80
.85
.73
.85
.81
AT GIVEN
65
1.371.492.041.611.89
2.07
1.581.23.99
1.581.531.631.511.43
1.53.92
1.822.682.55
1.501.64
1.951.16
1.251.321.97 1.19
2.161.39
FINER BY NUMBER OF PARTICLES
75
0.85.79.88.89.86
1.02
.83
.96
.79
.84
.76
.79
.75
.89
.83
.75
.89
.90
.92
.86
.84
.89
.81
.89
.88
.95
.80
1.02.88
PERCENT
75
1.581.792.202.022.18
2.30
2.031.431.10
1.843.401.981.871.66
1.871.012.182.992.83
1.722.07
2.641.36
1.381.582.37 1.65
2.351.66
84
0.97.90
1.031.00.97
1.23
.941.07.87
.96
.89
.88
.86
.97
.93
.831.011.051.07
.97
.98
1.04.89
1.02.97
1.11
.91
1.19.97
FINER BY
84
1.982.552.382.172.65
3.15
2.571.581.32
2.413.482.492.512.11
2.441.172.653.312.90
1.942.52
2.861.62
1.521.892.43
1.87
3.222.01
90
1.07.99
1.241.201.09
1.45
1.071.16.96
1.12.99.98
1.031.16
1.07.90
1.171.251.27
1.131.15
1.18.97
1.161.091.28
1.02
1.401.10
HEIGHT
90
2.133.402.442.322.88
3.42
3.361.691.53
2.613.542.682.702.46
2.631.392.873.432.96
2.402.78
2.932.13
1.652.032.49
2.02
3.422.33
95
1.251.181.531.391.38
1.80
1.291.381.08
1.411.201.161.221.37
1.321.011.481.681.68
1.421.35
1.381.17
1.331.311.68 1.17
1.891.33
95
2.323.512.512.442.97
3.53
3.481.751.80
2.853.632.882.882.85
2.861.542.963.543.04
2.813.47
3.012.37
1.822.102.55
2.09
3.532.46
(1) NO SAMPLE COLLECTED AT THIS SECTION.
287
TABLE 222.- SUMMARY OF STATISTICAL DATA, GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1800, EAST FORK RIVER, WYOMING, 1*80
DATE
5-145-165-195-215-22
5-245-26(1)5-275-285-29 ( 1 )5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-145-165-195-215-22
5-24
5-275-285-29(1)5-306- 16- 36- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256~ 276-29(1)
GRAIN
5
0.40.42.46.47.44
.48
.45
.46
.45
.44
.44
.45
.48
.40
.47
.45
.48
.52
.47
.44
.44
.47
.42
.46
.53
.47
.45
.48
5
0.56.56.54.55.49
.62
.59
.53
.59
.50
.50
.53
.60
.47
.58
.58
.63
.65
.52
.55
.53
.58
.55
.52
.68 .56
.58
.56
SIZE, IN MILLIMETERS,
16
0.49.51.53.54.50
.57
.53
.52
.53
.50
.50
.52
.55
.47
.55
.53
.56
.59
.53
.51
.52
.55
.50
.53
.62
.54
.53
.55
GRAIN
16
0.74.72.63.65.58
.78
774.62
.76
.59
.60
.63
.73
.59
.70
.73
.84
.81
.61
.70
.64
.70
.69
.61
.87
.66
.74
.66
25
0.55.56.57.58.53
.62
.57
.56
.57
.54
.54
.56
.59
51'.59
.57
.60
.64
.56
.55
.56
.59
.55
.56
.67
.58
.57
.59
SIZE, IN
25
0.86.81.69.71.64
.88
.92
.67
.93
.64
.65
.69
.85
.66
.81
.871.02.98
.66
.82
.70
.81
.78
.66
.98
.73
.88
.73
35
0.60.61.60.62.57
.67
.61
.59
.61
.57
.57
.60
.63
.55
.63
.62
.63
.68
.59
.59
.60
.63
.59
.60
.72
.61
.62
.62
AT GIVEN PERCENT
50
0.68.69.65.67.62
.76
.67
.64
.67
.62
.63
.65
.69
.61
.69
.68
.69
.75
.63
.65
.66
.69
.66
.65
.81
.66
.68
.67
MILLIMETERS,
35
0.99.95.77.78.69
.98
1.16.74
1.09.69.71.77.99
.74
.931.001.281.14
.711.05
778.94
.90
.711.13
.82
1.07.81
50
1.261.28.94.90.81
1.16
1.43.87
1.40.81.84.91
1.51
.921.161.321.821.44
.861.46
.911.12
1.25,79
1.40
.99
1.39.99
65
0.79.76.70.74.67
.87
.75
.69
.77
.68
.68
.71
.76
.67
.77
.77
.79
.85
.68
.71
.74
.78
.73
.71
.92
.73
.77
.74
AT GIVEN
65
1.601.671.131.09.99
1.34
1.831.10
2.06.95
1.071.101.91
1.131.401.702.431.75
1.081.94
l7o51.34
1.98.88
1.72 1.43
1.761.18
FINER BY NUMBER OF PARTICLES
75
0.88.82.77.80.71
.96
.85
.75
.89
.73
.74
.78
.83
.73
.86
.87
.90
.99
.72
.79
.81
.88
.78
.771.02
.79
.86
.82
PERCENT
75
1.841.931.291.431.17
1.69
2.411.27
2.291.121.211.332.45
1.471.732.112.732.02
1.452.33
1.161.54
3.38.95
2.08 1.73
1.941.35
84
0.99.95.88.88.80
1.09
1.02.83
1.03.82.82.87.94
.83
.99
.991.041.14
.81
.92
.911.02
.86
.841.17
.87
1.02.93
FINER BY
84
2.692.151.591.621.37
1.842~87
l'.50
2.421.271.301.522.73
1.691.922.402.882.45
1.782.95
1.341.79
3.461.052.37 2.24
2.251.52
90
1.121.151.01.95.90
1.22
1.23.96
1.17.91.96.98
1.07
.931.151.171.221.33
.901.09
1.011.15
.97
.911.34
.95
1.181.05
HEIGHT
90
2.882.341.881.861.68
1.97
2.931.76
2.471.371.391.642.87
1.972.032.462.942.66
1.993.31
1 571.98
3.531.152.89
2.62
2.871.65
95
1.441.411.161.121.06
1.37
1.491.14
1.411.071.171.131.41
1.081.371.441.621.62
1.041.41
1.131.35
1.201.001.58
1.21
1.521.23
95
2.982.452.052.051.74
2.21
3.022.39
2.541.451.522.052.97
2.922.092.533.023.42
2.933.47
l7?22.07
3.621.262.98 2.89
2.972.33
(1) NO SAMPLE COLLECTED AT THIS SECTION.
288
TABLE 223.- SUMMARY OF STATISTICAL DATA. GRAIN-SIZE DISTRIBUTION OF BEDLOAD, SECTION 1830, EAST FORK RIVER, HYOMING, 1980
GRAIN SIZE, IN MILLIMETERS, AT GIVEN PERCENT
DATE
5-14 05-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-106-116-126-13
6-146-156-16(1)6-176-18
6-196-206-216-22(1)6-23
6-256-276-29(1)
DATE
5-14 05-165-195-215-22
5-245-26(1)5-275-285-29(1)5-306- 16- 3(2)6- 56- 7
6- 96-10 6-116-126-13
6-146-156-16(1)6-176-18
6-19 6-206-216-22(1)6-23
6-256-276-29(1)
(1) NO SAMPLE(2) SIZE DATA
5
.46
.46
.43
.39
.46
.54
.45
.43
.41
.38
.47
.45
.45
.45
.47
.46
.47
.46
.45
.49
.47
.48
.46
.48
.49
.45
.47
5
.57
.60
.52
.46
.57
.73
.52
.50
.60
.44_ _
.57
.50
.49
.51
.62
.59
.54
.58.56
:ll'.61
.58
:li »*
16
0.54.53.50.47.53
.63
.52
.50
.51
.45
.54
.51
.51
.51
.56
.54
.54
.53
.53
.55
.54
.56
.55
.56
.56
.53
.53
GRAIN
16
0.70.79.64.57.69
.96
.62
.60
.81
.56
.68
.59
.57
.61
.77
.73
.64
.66,71
.68
.66
*73
JJ
769
.78
.65~
COLLECTED ATNOT
25
0.58.57.54.51.57
.68
.56
.53
.56
.49
.58
.54
.54
.55
.61
.58
.57
.56
.57
.59
.58
.61
.60
.61
.60
.58
.57
SIZE,
25
0.81.98.71.63.79
1.14 .68.67
.97
.63
.77
.64
.61
.67
.88
.87
.69
.75
.82
.77
.74
.79
.82
.85
.78
.94
.72"~"~
35
0.62.62.59.55.61
.74
.59
.57
.61
.54
.62
.58
.57
.59
.66
.63
.61
.60
.61
.62
.61
.65
.64
.66
.64
.63
.60
50
0.67.67.65.61.67
.83
.64
.62
.69
.60
.67
.62
.61
.64
.73
.69
.65
.64
.67
.67
.66
.72
.71
.73
.69
.69
.65
IN MILLIMETERS,
35
0.951.22.82.69.91
1.35
.75
.74
1.22.70- .89.68
.66
.73 1.03.99.76
.90
.98
.90
.85
.88
.94
.96
.87
1.20 .85~"
50
1.201.66.96.79
1.17
1.74
.90
.89
1.72.82
1.09.80
.73
.86 1.301.30.92
1.261.29
1.151.06
1.031.141.15
1.06
1.55 1.07
65
0.75.77.71.68.74
.96
.70
.68
.79
.67
.75
.67
.65
.70
.82
.79
.71
.69
.74
.73
.72
.80
.80
.83
.76
.79
.70
AT GIVEN
65
1.582.031.20.91
2.03
2.10 1.111.12
2.12.98
1.45.95
.871.03 1.671.571.17
1.882.17
l7561.40
1.29 1.421.34 1.43
1.94 1.58
FINER BY NUMBER
75
0.84.88.80.74.81
1.10
.76
.74
.89
.73
.83
.71
.68
.76
.91
.89
.77
.76
.81
.81
.81
.86
.89
.92
.83
.88
.77
PERCENT
75
1.792.201.411.032.29
2.38
1.241.40
2.361.13
1.741.13
1.101.17 1.991.811.43
2.162.79
1.841.51
1.631.581.55
1.68
2.392.43
84
0.971.04.90.81.90
1.30
.84
.82
1.03.82
.93
.80
.73
.851.061.00.84
.86
.92
.92
.92
.951.021.04
.93
1.03.87
FINER BY
84
2.022.401.601.182.58
2.66 1.382.02
2.501.27
1.951.33
2.401.30 2.152.141.65
2.843.44
2.191.64
2.06 1.742.29 2.20
2.52 2.58
OF PARTICLES
90
1.111.29.99.89
1.01
1.56
1.01.92
1.23.92
1.05.89
.79
.971.231.20.98
.991.04
1.051.06
1.061.171.17
1.04
1.27.97
HEIGHT
90
2.342.562.201.453.37
2.85
1.532.18
2.621.37
2.182.00
2.461.42 2.302.421.77
2.913.51
27532.01
2.38 1.862.88
2.54
2.64 2.73
95
1.411.751.191.011.18
1.97 1.181.08
1.681.09. 1.291.01
.891.141.521.491.17
1.251.22
1.311.35
1.251.441.31
l725
1.591.13
95
2.462.782.901.633.49
2.95
1.802.39
2.781.45
2.872.08
2.531.54 2.432.841.91
3.003.61
2.872.08
2.462.012.98
2.87
2.80 2.88
THIS SECTION.DETERMINED FOR SAMPLE COLLECTED AT THIS SECTION.
289 GPO 837 - 423