appendix b of the tr-55 manual

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B–1 (210-VI-TR-55, Second Ed., June 1986) Appendix B Synthetic Rainfall Distributions and Rainfall Data Sources The highest peak discharges from small watersheds in the United States are usually caused by intense, brief rainfalls that may occur as distinct events or as part of a longer storm. These intense rainstorms do not usu- ally extended over a large area and intensities vary greatly. One common practice in rainfall-runoff analy- sis is to develop a synthetic rainfall distribution to use in lieu of actual storm events. This distribution in- cludes maximum rainfall intensities for the selected design frequency arranged in a sequence that is critical for producing peak runoff. Synthetic rainfall distributions The length of the most intense rainfall period contrib- uting to the peak runoff rate is related to the time of concentration (T c ) for the watershed. In a hydrograph created with NRCS procedures, the duration of rainfall that directly contributes to the peak is about 170 percent of the T c . For example, the most intense 8.5- minute rainfall period would contribute to the peak discharge for a watershed with a T c of 5 minutes. The most intense 8.5-hour period would contribute to the peak for a watershed with a 5-hour T c . Different rainfall distributions can be developed for each of these watersheds to emphasize the critical rainfall duration for the peak discharges. However, to avoid the use of a different set of rainfall intensities for each drainage area size, a set of synthetic rainfall distributions having “nested” rainfall intensities was developed. The set “maximizes” the rainfall intensities by incorporating selected short duration intensities within those needed for longer durations at the same probability level. For the size of the drainage areas for which NRCS usually provides assistance, a storm period of 24 hours was chosen the synthetic rainfall distributions. The 24- hour storm, while longer than that needed to deter- mine peaks for these drainage areas, is appropriate for determining runoff volumes. Therefore, a single storm duration and associated synthetic rainfall distribution can be used to represent not only the peak discharges but also the runoff volumes for a range of drainage area sizes. The intensity of rainfall varies considerably during a storm as well as geographic regions. To represent various regions of the United States, NRCS developed four synthetic 24-hour rainfall distributions (I, IA, II, and III) from available National Weather Service (NWS) duration-frequency data (Hershfield 1061; Frederick et al., 1977) or local storm data. Type IA is the least intense and type II the most intense short duration rainfall. The four distributions are shown in figure B-1, and figure B-2 shows their approximate geographic boundaries. Types I and IA represent the Pacific maritime climate with wet winters and dry summers. Type III represents Gulf of Mexico and Atlantic coastal areas where tropi- cal storms bring large 24-hour rainfall amounts. Type II represents the rest of the country. For more precise distribution boundaries in a state having more than one type, contact the NRCS State Conservation Engi- neer. 0 3 6 9 12 15 18 21 24 1.0 0.5 0.0 IA I II III Time (hours) Fraction of 24-hour rainfall Figure B-1 SCS 24-hour rainfall distributions

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B–1(210-VI-TR-55, Second Ed., June 1986)

Appendix B Synthetic Rainfall Distributions andRainfall Data Sources

The highest peak discharges from small watersheds inthe United States are usually caused by intense, briefrainfalls that may occur as distinct events or as part ofa longer storm. These intense rainstorms do not usu-ally extended over a large area and intensities varygreatly. One common practice in rainfall-runoff analy-sis is to develop a synthetic rainfall distribution to usein lieu of actual storm events. This distribution in-cludes maximum rainfall intensities for the selecteddesign frequency arranged in a sequence that is criticalfor producing peak runoff.

Synthetic rainfall distributions

The length of the most intense rainfall period contrib-uting to the peak runoff rate is related to the time ofconcentration (Tc) for the watershed. In a hydrographcreated with NRCS procedures, the duration of rainfallthat directly contributes to the peak is about 170percent of the Tc. For example, the most intense 8.5-minute rainfall period would contribute to the peakdischarge for a watershed with a Tc of 5 minutes. Themost intense 8.5-hour period would contribute to thepeak for a watershed with a 5-hour Tc.

Different rainfall distributions can be developed foreach of these watersheds to emphasize the criticalrainfall duration for the peak discharges. However, toavoid the use of a different set of rainfall intensities foreach drainage area size, a set of synthetic rainfalldistributions having “nested” rainfall intensities wasdeveloped. The set “maximizes” the rainfall intensitiesby incorporating selected short duration intensitieswithin those needed for longer durations at the sameprobability level.

For the size of the drainage areas for which NRCSusually provides assistance, a storm period of 24 hourswas chosen the synthetic rainfall distributions. The 24-hour storm, while longer than that needed to deter-mine peaks for these drainage areas, is appropriate fordetermining runoff volumes. Therefore, a single stormduration and associated synthetic rainfall distributioncan be used to represent not only the peak dischargesbut also the runoff volumes for a range of drainagearea sizes.

The intensity of rainfall varies considerably during astorm as well as geographic regions. To representvarious regions of the United States, NRCS developedfour synthetic 24-hour rainfall distributions (I, IA, II,and III) from available National Weather Service(NWS) duration-frequency data (Hershfield 1061;Frederick et al., 1977) or local storm data. Type IA isthe least intense and type II the most intense shortduration rainfall. The four distributions are shown infigure B-1, and figure B-2 shows their approximategeographic boundaries.

Types I and IA represent the Pacific maritime climatewith wet winters and dry summers. Type III representsGulf of Mexico and Atlantic coastal areas where tropi-cal storms bring large 24-hour rainfall amounts. TypeII represents the rest of the country. For more precisedistribution boundaries in a state having more thanone type, contact the NRCS State Conservation Engi-neer.

0 3 6 9 12 15 18 21 24

1.0

0.5

0.0

IA

I

II

III

Time (hours)F

rac

tio

n o

f2

4-h

ou

r ra

infa

ll

Figure B-1 SCS 24-hour rainfall distributions

B–2 (210-VI-TR-55, Second Ed., June 1986)

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Type I

Type IA

Type II

Type IIIIII

III

III

I

IA

II

III

Rainfall

Distribution

Figure B-2 Approximate geographic boundaries for NRCS (SCS) rainfall distributions

Rainfall data sourcesThis section lists the most current 24-hour rainfall datapublished by the National Weather Service (NWS) forvarious parts of the country. Because NWS TechnicalPaper 40 (TP-40) is out of print, the 24-hour rainfallmaps for areas east of the 105th meridian are includedhere as figures B-3 through B-8. For the area generallywest of the 105th meridian, TP-40 has been supersededby NOAA Atlas 2, the Precipitation-Frequency Atlas ofthe Western United States, published by the NationalOcean and Atmospheric Administration.

East of 105th meridian

Hershfield, D.M. 1961. Rainfall frequency atlas of theUnited States for durations from 30 minutes to 24hours and return periods from 1 to 100 years. U.S.Dept. Commerce, Weather Bur. Tech. Pap. No. 40.Washington, DC. 155 p.

West of 105th meridian

Miller, J.F., R.H. Frederick, and R.J. Tracey. 1973.Precipitation-frequency atlas of the Western UnitedStates. Vol. I Montana; Vol. II, Wyoming; Vol III, Colo-rado; Vol. IV, New Mexico; Vol V, Idaho; Vol. VI, Utah;Vol. VII, Nevada; Vol. VIII, Arizona; Vol. IX, Washing-ton; Vol. X, Oregon; Vol. XI, California. U.S. Dept. of

Commerce, National Weather Service, NOAA Atlas 2.Silver Spring, MD.

Alaska

Miller, John F. 1963. Probable maximum precipitationand rainfall-frequency data for Alaska for areas to 400square miles, durations to 24 hours and return periodsfrom 1 to 100 years. U.S. Dept. of Commerce, WeatherBur. Tech. Pap. No. 47. Washington, DC. 69 p.

Hawaii

Weather Bureau. 1962. Rainfall-frequency atlas of theHawaiian Islands for areas to 200 square miles, dura-tions to 24 hours and return periods from 1 to 100years. U.S. Dept. Commerce, Weather Bur. Tech. Pap.No. 43. Washington, DC. 60 p.

Puerto Rico and Virgin Islands

Weather Bureau. 1961. Generalized estimates of prob-able maximum precipitation and rainfall-frequencydata for Puerto Rico and Virgin Islands for areas to 400square miles, durations to 24 hours, and return periodsfrom 1 to 100 years. U.S. Dept. Commerce, WeatherBur. Tech. Pap. No. 42. Washington, DC. 94 P.

B–3(210-VI-TR-55, Second Ed., June 1986)

Figure B-3 2-year, 24-hr rainfall

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2-Year 24-Hour Rainfall (inches)

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2.0USE NOAA ATLAS 2 MAPS FOR

WESTERN STATES

Figure B-4 5-year, 24-hour rainfall

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5–Year 24–Hour Rainfall (inches)

USE NOAA ATLAS 2 MAPS FOR

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B–4 (210-VI-TR-55, Second Ed., June 1986)

Figure B-6 25-year, 24-hour rainfall

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25-Year 24- Hour Rainfall (inches)

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WESTERN STATES

Figure B-5 10-year, 24-hour rainfall

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USE NOAA ATLAS 2 MAPS FOR

WESTERN STATES

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10-Year 24-Hour Rainfall (inches)

B–5(210-VI-TR-55, Second Ed., June 1986)

Figure B-7 50-year, 24-hour rainfall

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50-Year 24-Hour Rainfall (inches)

USE NOAA ATLAS 2 MAPS FOR

WESTERN STATES

6

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910

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1112

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7654.5

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Figure B-8 100-year, 24-hour rainfall

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U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE

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Albers Equal Area Projection

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