e n g i n e e r i n g l t d. - collingwood.ca eden oak (mcnabb... · hectares in size . the subject...

C E C O N D E L A N DE N G I N E E R I N G L T D.

CONSULTING ENGINEERS, PROJECT MANAGERS

350 CREDITSTONE ROAD, UNIT 200

TELEPHONE: (905) 695-2095

CONCORD, ONTARIO, L4K 3Z2 FACSIMILE: (905) 695-2099 www.condeland.com

STORM WATER MANAGEMENT REPORT

FOR

PROPOSED RESIDENTIAL PLAN OF SUBDIVISION

EDEN OAK (McNABB) INC.

HURONTARIO STREET/ TRACEY LANE

TOWN OF COLLINGWOOD

C.E. FILE: 15-010

November 2016

Revised May 2017

C E Eden Oak (McNabb) Inc. Revised May 2017 Storm Water Management Report Hurontario Street and Tracey Lane (north of Poplar Sideroad) Town of Collingwood

CONDELAND ENGINEERING LTD.

2

TABLE OF CONTENTS

PAGE NO.

A.0 INTRODUCTION AND BACKROUND ................................................................................................ 4

B.0 Existing Topographical Characteristics, Drainage Patterns Background .......................... 5

C.0. STORMWATER MANAGEMENT ..................................................................................................... 6

C.1 Pre-development Flow Computation ............................................................................................... 6

C.2 Post Development Quantity Analysis. ......................................................................................... 7

C.2.1 West SWM Facility ........................................................................................................................ 9

C.2.2 East SWM Facility .......................................................................................................................... 9

C.3 Stone Sizing for Pond Inlet Headwalls .......................................................................................... 10

C.4 Rear-lot Drainage Analysis (Lots 101 to 130) ............................................................................ 11

D.0 Overland Flow Capture ....................................................................................................................... 12

D.1 100-year Hydraulic Grade Line ......................................................................................................... 14

E.0 Post Development Quality Control Analysis................................................................................... 14

E.1.1 East SWM Facility: (Southeast corner of the Proposed Site) .................................................. 14

E.1.2 West SWM Facility: (Northwest corner of the Proposed Site) ............................................... 14

E.2 Soakaway Pits - 5mm Storm Runoff Retention .......................................................................... 15

E.3 Phosphorus Loading Calculation ..................................................................................................... 16

F.0 SWM Pond Erosion Control Criteria ............................................................................................ 17

F.1.1 East Pond .............................................................................................................................................. 17

F.1.2 East Pond ............................................................................................................................................. 17

G.0 Sedimentation and Erosion Control Measures ....................................................................... 18

H.1 Monitoring and Maintenance of Sedimentation and Erosion Controls ........................... 20

I.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................................... 21



3

APPENDIX ‘A’ Figure 1 Location Map

Figure 2 Pre-Development Tributary Plan

Figure 3 Post –Development Tributary Plan

APPENDIX ‘B’ SWMHYMO Parameters

East Pond Tabled Stage Storage Characteristics

West Pond Tabled Stage Storage Characteristics

100-year Hydraulic Grade Line for East outfall pipe to Pretty River

Stone Sizing from Pond Inlet Headwalls

APPENDIX ‘C’ Pre-Development SWYMHYMO Output Files

East SCS 2-100 Storm Events

East Chicago 2-100 Storm Events

West SCS 2-100 Storm Events

West Chicago 2-100 Storm Events

Timmins Regional Storm

Post-Development SWYMHYMO Output Files






APPENDIX ‘D’ Existing and Proposed 5 year Design Chart for Lockhart Storm Sewer

Time of Concentration Computation

5 year Hydraulic Grade Line for Lockhart

Figure 2A & 2B: Pre-development Area Plan

Plotted Hydraulic Grade Line of Existing Plan & Profile of Lockhart

APPENDIX ‘E’ Overland Spillway Calculation into East and West Pond and onto Dey Drive

Overland Flow & Sewer Design Chart

Referenced MTO inlet capacity charts

100-year Hydraulic Grade Line Chart for Pond Inlet Sewers

APPENDIX ‘F’ Subsurface Infiltration Trench Design

Phosphorus Loading Calculation Report

APPENDIX ‘G’ SWMHYMO Output files for the 25mm Storm



4

A.0 INTRODUCTION AND BACKROUND

The subject property is located on the north half of Lot 40 , Concession 8 in the Town of Collingwood, more

specifically the property lies east of Hurontario Street, west of the former Barrie Collingwood Railway (Town Trail)

and south of the existing residential area off of Lockhart Road and Brock Crescent and is approximately 25.25

Hectares in size . The subject property was previously Draft Plan approved in November of 2010 comprising a

total of 342 single detached dwellings ranging from 11.0 to 17.0 metres in frontage.

In support of the original Draft Plan, several technical studies were completed and will be referenced in this report

. The reports are noted as follows:

Eden Oak (McNabb) Draft Plan of Subdivision, Functional Servicing Report ( January 2010) by Ainley Group

Eden Oak (McNabb) Subdivision, SWM Functional Design Study May 2009, by Greenland International

Consulting Ltd.

Eden Oak (McNabb) Draft Plan of Subdivision, Pretty River Spill Analysis (April 2009) by Greenland

International Consulting Ltd..

Urban Watershed Group Ltd. Memo dated August 22, 2014

The Approved Draft Plan was revised to convert some of the single family dwellings to Street based Townhouse

dwellings. A revised “Red-Lined” Draft Plan was submitted and approval granted earlier this year. A Supplementary

Report prepared by Condeland Engineering Limited confirmed that the proposed conversion of single detached

dwellings to townhouses can be accommodated by the proposed Servicing scheme established under the current

Draft Approved Plan.

Eden Oak (McNabb) Draft Plan of Subdivision, Supplementary Functional Servicing Report ( December

2015) by Condeland Engineering Limited

The purpose of this report is to detail that what has been established through the Functional Servicing Report

noted above that the post development storm runoff from the site can be accommodated by the proposed storm

water management system with on-site controls, maintaining the allowable site discharge and meeting the TRCA

requirements from a 5mm runoff retention and runoff quality perspective. This report will also address

sedimentation and erosion control requirements during construction , from site preparation to complete build-out of

the development.



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B.0 Existing Topographical Characteristics, Drainage Patterns Background

With the assistance of Patten & Thomsen, O.L.S., the natural topography for the site was land-truthed. The site

can be described as moderately sloping lands draining in four separate directions , approximately 12.73 Ha drains

northerly through the existing lots on Lockhart Road, approximately 5.49 Ha towards Dey Drive , approximately

4.56 Ha drains towards the Barrie Collingwood Railway (BCRY) , and the balance of the site, the southwesterly

portion, approximately 2.06 Ha. drains towards the Hamilton Drain.

Refer to Figure 2, Pre-development Catchments in Appendix ‘A’ for an illustration of the existing drainage patterns.

The site has been cultivated for several years and much of the site is barren of natural vegetation with the

exception of some trees bushes along the northern boundary of the property abutting an existing residential area.

There is an existing house located near the end of Tracey lane with a gravel drive connection to Hurontario Street .

To the northeast of the existing house there are remains of a foundation from an old barn, all of which are to be

demolished.



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C.0. STORMWATER MANAGEMENT

C.1 Pre-development Flow Computation

There are 4 sub-catchment areas under existing conditions, slightly modified from the previous reports as a result

of the detailed topographic information provided. See Figure 2 Pre-development Storm Tributary Plan.

The pre-development flow rates were computed for all the catchments identified using SWMHYMO 99 Version

4.02 software modeling. The parameters to establish Soil Conditions and Time of Concentration are consistent with

the Greenland Report. Please note we have also adjusted the CN soil group factor in the modelling to account for

the Regional storm AMC III condition.

The SWMHYMO modeling output file print outs for noted scenarios are attached in Appendix ‘C’ for reference. A

detailed summary table of the pre-development peak flows is provided as follows:

Table C.1

DESIGN STORM PEAK FLOW (CMS)

AREA 301 NORTH WESTERLY

PEAK FLOW (CMS)

COMBINED AREA 302, 303 and

304

CHICAGO 4 Hour duration

2-year event 0.111 0.121

5-year event 0.206 0.226

10-year event 0.279 0.307

25-year event 0.383 0.423

50-year event 0.473 0.524

100-year event 0.562 0.624

SCS 24 Hour duration

2-year event 0.133 0.148

5-year event 0.187 0.208

25-year event 0.437 0.485

100-year event 0.578 0.641

Timmins storm 1.177 1.185

25mm 4 hour storm 0.035 0.035



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C.2 Post Development Quantity Analysis.

In accordance with NVCA requirements; the post-development flow rates are to be based on either the 4 hour

Chicago Design Storm or the 24 hour SCS Design Storm. Generally the post development storm drainage scheme

established by both Ainley and Greenland has been maintained; see Appendix ‘A’, Figure 3 Post-Development

Tributary Plan. The total and directly connected impervious factors have been updated to account for the increased

imperviousness (TIMP and XIMP). A detailed calculation in found within Appendix ‘B’ to account which includes

driveway areas. The CN Values were developed by Greenland in there SWM report are maintained in this analysis,

excerpts of their report are found in Appendix ‘B’.

Results of the SWMHYMO modeling output data file printouts are found in Appendix ‘C’ . Results of the Analysis are

tabled below. Table C-2.1 compares flows entering with those released by the respective ponds, while Table C-2.2

provides the resultant post development discharges including downstream uncontrolled areas. The resultant

discharges are substantially less than Pre-development conditions.

Table C-2.1

DESIGN STORM PEAK FLOW (CMS)

AREA 500and 505 WESTERLY POND

PEAK FLOW (CMS)

COMBINED AREA 501, 502, 503, 504 and

511 pond EASTERLY POND


Uncontrolled Controlled Uncontrolled Controlled

2-year event 0.513 0.022 0.771 0.023

5-year event 0.774 0.043 1.154 0.027

10-year event 0.953 0.051 1.444 0.029

25-year event 1.242 0.061 1.844 0.032

50-year event 1.512 0.067 2.191 0.034

100-year event 1.695 0.073 2.535 0.036


2-year event 0.529 0.028 0.777 0.024

5-year event 0.664 0.039 0.980 0.027

25-year event 1.266 0.065 1.893 0.035

100-year event 1.584 0.075 2.502 0.039

Timmins storm 0.605 0.583 1.403 0.578

25mm 4 hour storm 0.203 0.008 0.307 0.018



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Table C-2.2

DESIGN STORM PEAK DISCHARGE AT GOLFVIEW

STORM SEWER

INCLUDED UNCONTROLLED

DISCHARGE FROM CATHCMENT AREA

509

(CMS)

WESTERLY POND

PEAK DISCHARGE DOWNSTREAM

OF POND

INCLUDED UNCONTROLLED

DISCHARGE FROM CATHMENT AREA

510 AND 512

(CMS)

EASTERLY POND


2-year event 0.022 0.049

5-year event 0.043 0.079

10-year event 0.051 0.102

25-year event 0.061 0.134

50-year event 0.067 0.161

100-year event 0.073 0.317


2-year event 0.028 0.057

5-year event 0.039 0.074

25-year event 0.066 0.151

100-year event 0.076 0.193

Timmins storm 0.584 0.683

Catchment Area 508 represents partial of Lots 74-78 will drain to Dey Drive into the Municipal Storm Sewer

located within the School property . We are diverting all of the Cul-de-Sac on Dey Drive and part of the road to the

Easterly Pond currently draining to the Storm System in the school property. The area being diverted from this

Sewer is approximately 0.145 ha at a runoff coefficient of 0.7 (RA= 0.1015) while the added area is 0.17 Ha at a

coefficient of 0.45 (RA=0.0765). Catchment Area 506 Tracey Lane continues to drain to Hurontario Street and

Catchment Area 507, rear yard drainage of Lots facing McLean Avenue, is discussed later in this report.



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C.2.1 West SWM Facility

This facility is located in the northwest section of the proposed subdivision, Block A. The allowable discharge from

this pond is based on the residual capacity of the existing storm sewer on Golfview Drive which is 100 l/sec,

established by the Ainley Report as part of their original Functional Servicing Report . From that same report it had

identified that the first leg of Storm Sewer on Hurontario Street downstream of Golfview Drive will need to be

upsized, the details are provided on Drawing 15-010-20.

The Pond has been designed as a “Wet-Land” Pond under the general guidelines of the MOEE SWM Planning and

Design Manual, 2003. The Proposed “Chimney” style Control Structure has an internal dimension of 2m x2m and has

three discharge control stages: the Scepter ICD device Type “A” at elevation 191.65, a circular 150mm diameter

orifice at elevation 192.00 and a 1.5m wide Weir at elevation 193.20. A second Weir 10 meters wide is a

component of the Emergency Spillway to control the Regional Storm Event (Timmins Storm) discharging to

Golfview Drive.

There are two inlets into the pond discharging into a single Forebay 0.30 meters deep. The main inlet located on

the east side of the Pond, off of McLean Avenue; a second minor area capturing the rear yards of Lots 137-140 at

the southwest corner of the Pond.

The Stage-Storage-Discharge characteristics of the Pond is found within Appendix ‘ ‘. We have utilized the “Route

Pipe” routine provided in the SWMHYMO program to ensure the 100 year storm enters the pipe system at the

northwest bend of McLean Avenue, at the corner of Lots 131 and 130. Details of the Pond Design are found on

Drawing 15-010-43 to 45.

Discharge to the Pond will be consistent with two discharge points established by the previous studies, that is, the

2-100year will discharge through a pipe along an easement between Lots 131 and 132, and, under more severe

storm events and/or Blockage, the overland flow will spill through an easement between Lots 131 and 130.

Capacity of the overland flow swale in the event of total Blockage has been has been confirmed as is discussed in

the Overland Flow Section of this Report. In the event of the Control Structure Blockage, the combined Emergency

flow Spillway and the Weir structure portion of the Control Structure have the capacity to discharge 0.957 cms. , the

uncontrolled discharge from the Pond is 0.605 cms under the Regional (Timmins) Storm event.

C.2.2 East SWM Facility

Block B, in the southeast corner of the plan represents the location for the second Stormwater Detention Facility.

Discharge from the Pond will follow along the Trail Train approximately 45 meters northwest of the Walkway bridge

crossing which flows directly into the Pretty River. As noted in the 1999 Stantec Report the Pretty River Spill 100year

storm elevation restricts the active storage elevation starting at 191.56. An hydraulics analysis was undertaken



10

along the outfall pipe for the 100year Chicago Storm Event based on the starting elevation of 191.56. The resultant

Hydraulic Grade Elevation at the Control Structure is 191.86 , the data sheet is found within Appendix ‘B’.

There are two inlets into the Pond, discharging into a their respective Forebay’s 0.30 meters deep. The northerly

inlet enters the Pond along the north Boundary of the Park . The southerly inlet follows Kirby Road Right-of-way

We have, again, utilized the “Route Pipe” routine provided in SWMHYMO program to ensure the 100 year storm

enters the pipe system at the northeast bend of McLean Avenue. Capacity of the overland flow swale though the

walkway, Block 298, in the event of total Blockage has been has been confirmed and is discussed in the Overland

Flow Section of this Report.

The Pond has been designed as a “Wet-Land” Pond under the general guidelines of the MOEE SWM Planning and

Design Manual, 2003. The Proposed “Chimney” style Control Structure is similar to the West Pond. The internal

dimension is 2m x3.6m and has three discharge control stages: the Scepter ICD device Type “D” at elevation

190.60, a circular 500mm diameter orifice at elevation 191.90 and a 3.0m wide Weir at elevation 193.00. In this

case the Spillway does not act as a control for the various discharges but only used a safety feature in the event

of the Control Structure Blockage. Please note that both the orifice pipe and Weir elevation are above the

Hydraulic Grade Elevation caused by the outfall Storm System during the 100year storm event in the Pretty River.

In the event of the Control Structure Blockage, the Weir structure portion of the Control Structure has the capacity

to discharge 1.80 cms. , the uncontrolled discharge from the Pond is 0.683 cms under the Regional (Timmins) Storm

event.

The Stage-Storage-Discharge Analysis is found within Appendix ‘B ‘ and complete details of the Pond Design are

found on Drawing 15-010-43 & 45.

C.3 Stone Sizing for Pond Inlet Headwalls

The pond banks where there are concentrated flows from headwalls are to be erosion protected. We have

proposed to line this area (HW3, HW4, HW6 & HW7) with 350mm dia. (D50) rip-rap underlined with geotextile

(OPSD 810.010), see details on Stormwater Management Pond Plans (#43 & #44). The stone were sized based

on MTO’s Drainage Manual Chapter C : Open Channel Design to ensure it suited the flow velocities without eroding.

See Appendix ‘B’ for the analysis.



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C.4 Rear-lot Drainage Analysis (Lots 101 to 130)

The rear yard areas of Lots 101 to 130 abut existing residential properties beyond the north limit of the subdivision.

The existing grade along the north limit is significantly lower than the proposed subdivision road grade. The internal

storm sewer system draining to the proposed stormwater ponds are too shallow to capture drainage from the

noted rear yard areas and therefore an alternative outlet for these rear lot areas is required.

Through consultation with Town of Collingwood Engineering Staff; an alternative outlet was agreed upon utilizing

the existing storm sewer on Lockhart Road storm sewer which receives drainage from the subject lands under

existing (pre-development) conditions. A separate storm sewer system is proposed within McLean Avenue to

capture and convey rear lot catchbasin drainage from Lots 101 to 130. This system will be constructed along

McLean Avenue, through walkway Block 298 and within the northern portion of existing Dey Drive connecting to

the Lockhart Road storm sewer system at existing MH#8.

Conveyance Analysis

Refer to Appendix “D” for the storm drainage analysis documents / drawings confirming the rear lot drainage from

Lots 101 to 130 can be accommodated by the existing Lockhart Road storm sewer system. Pre-development and

post-development storm drainage area plans were prepared for the existing Lockhart Road storm sewer system

base on reference plans from the Town and aerial base-mapping topography.

As shown on Figure 2A (Appendix “D”) under pre-development condition there is approximately 12.7 Hectares

draining north from the subject lands to the existing residential area. Based on the Lockhart Road profile part of

the area drains easterly (1.28 Hectares) and the balance westerly.

Under post development conditions (Figure 2B) it is proposed to eliminate the entire area of overland flow through

the existing residential area. As noted above; the rear yard drainage from the proposed lots abutting the existing

area will be diverted via pipe to Dey Drive then northerly to Lockhart Rd. connecting to the existing sewer at

EX.STM MH8.

A pre-development and post-development drainage analysis for downstream Lockhart Rd. storm sewer system

has been prepared and includes both existing and proposed 5-year storm sewer design charts to confirm

conveyance capacity of the existing storm sewer system. The storm sewer design charts are attached in Appendix

“D”. As indicated on the existing (pre-development) storm sewer design chart, surcharging is noted in several legs

of the downstream storm sewer system. However, under the proposed (post development) design chart, the

surcharge percentage on the affected sewer legs has been reduced slightly. This reduction in storm flow can be

attributed to the smaller drainage area from the proposed development.

Albeit, that the post-development condition is surcharged to lesser extent than existing; we have prepared a

Hydraulic Grade Line (HGL) analysis for the downstream system starting at EX. STM MH1 (@ Collins St.). The HGL

analysis is attached in Appendix “D” and confirms the maximum HGL elevation above the obvert of the existing



12

storm sewer is 0.09 metres (less than 4 inches). Then continuing upstream once you reach EX.MH6 the HGL is

back inside the pipe. For reference the HGL has been plotted on the Lockhart Rd. profile drawings and is attached

in Appendix “D”.

D.0 Overland Flow Capture

Overland flow of the 100year Chicago Storm event is conveyed by road and pipe system to five locations within

the plan, where it is then captured through Total Capture inlets, then by storm pipe to the respective SWM Ponds.

The First location captures an area of 7.55 ha flowing to the northwest low point on McLean Avenue , Total

Capture Catchbasins (TCB1 & 2) will then convey into West SWM pond on Block 284 via a storm sewer straddling

the 131/132 lot line. In the event of a blockage or storm system failure emergency spill will be conveyed into SWM

pond via a 4.0m wide overland flow easement straddling lot line 130/131. The grading details for emergency

spillways are shown on #15-010-10 and conveyance capacity calculation are in Appendix ‘E’ are based on MTO

Drainage Manual 1. The 100-year overland flow under total blockage will be 1,850 lps, the swale has a capacity of

2,080 lps with a flow depth of 0.44m

The second location captures an area of 4.64 ha flowing to the northeast low point on McLean Avenue adjacent

to the Walkway on Block 298 where the flow will be captured by Total Capture Catchbasins (TCB3 & 4) and then

piped by storm sewer to the East SWM pond on Block 285. In the event total blockage or storm system failure

emergency will be conveyed via the 6.0m wide Walkway Block 298. The 100-year overland flow under blocked

conditions will be 760 lps, the swale has a capacity of 1,160 lps with a flow depth of 0.17m.

The third location captures an area of 6.56 ha flowing to the southeast low point of the Cul-de-Sac on Kirby

Avenue where the flow will be captured at Total Capture Catchbasins (TCB5 & 6)and then conveyed to the East

SWM pond on Block 285 via a storm sewer. In the event of a blockage or storm system failure emergency spill will

be conveyed into SWM pond over the low point of Kirby Avenue R.O.W. The 100-year overland flow at this location

is 2,410 lps, the swale has a capacity of 39,920 lps with a flow depth of 0.08m.

The fourth location captures an area of 0.24 Ha. , which is a small drainage area that drains westerly on Tracey

Lane to Hurontario Street, where double catchbasins (DCB 65 & 66) are proposed. The DCB’s are connected to the

Hurontario Storm System where a reconstructed 450mm storm sewer conveys flow downstream to an existing

600mm storm sewer. Based on discussion with Town of Collingwood Engineering Department ,the existing 600mm

storm sewer has sufficient capacity to accept the flow from the site (217.4 lps from 0.18 ha).

The fifth location drains the rear lot area from lot line 14 to 55 directly into Hamilton Drain.

An Overland Flow design chart (OFD) for 100-year storm conditions has been prepared: refer to Appendix ‘E’ for

this design chart. All catchbasins have been labeled for reference to the chart and the Detailed Design drawing.



13

Catchbasins capacities and gutter flow properties used in the chart are based on MTO Drainage Manual Volume 2.

Chapter E. Charts E4-7B and E4-10, also attached in Appendix ‘E’ for your reference. Sceptor Inlet control device

Type ‘A’ are employed on catchbasins noted in the OFD and Detail Design Drawings to limit the 100-year flow

capture into the sewer. Details of the Inlet control device on Drawing 15-010-52.

The following Table D.1 summarizes the inlet capacities of the proposed catchbasins used in the OFD.

TABLE D.1

STREET CB #’s INLET CAPACITY

(lps)

CB #s: 1 to 21 ICD Capacity

(each)

= 19.8 lps

Standard single inlet catchbasins: Capacity limited by ICD Type ‘A‘.

DCB #s: 1 to 64 ICD Capacity

(each)

= 19.8 lps

Standard twin inlet catchbasins:Total overland flow reaching each

double cathbasin - for a max. ponding depth of 0.129m, inlet capacity

is limited by ICD Type ‘A‘. "Should blockage occur; overland flow can

safely spill to down the road, as roads are designed with max. 0.20m

sawback."

DCB #s: 65 to 68

&

DCBMH24

Max. design

capacity 250 lps

at 0.2m ponding.

Actual flow =

53.52 lps max.

Standard twin inlet catchbasins: Inlet capacity confirmed using MTO

Chart E4-10. "Should blockage occur; overland flow can safely spill to

down Hurontario Street, Portland Street, or Hamilton Drain.

TCB#s 1 to 6

TOTAL CAPTURE

Design capacity =

390 to 684 lps

(each)

'Actual =313.35 to

516.51 lps'

Total captured inlet catchbasins: total overland flow reaching each

TCB1 = 508.1251 lps, TCB2 = 524.90 lps, TCB3 = 314.57 lps, TCB4 =

312.13. 5 = 361.08 and TCB6 = 382.77 lps - for a max. ponding depth

of 0.064; inlet capacity is confirmed using calculated Chart "Assuming

50% blockage inlet capacity reduces to 3,626 lps each; which is

confirmed sufficient for total capture"

The OFD chart indicates properties of the gutter flow including velocity, depth at curb, “carry over” time, and flow

spread. As indicated in the chart; depth of flow is below the maximum limit of 0.20 metres above centerline road

elevation and therefore will be contained within the Road Allowances throughout the site. Flow depth at the curb

ranges from a minimum of 0.039 metres to a maximum of 0.129 metres.



14

D.1 100-year Hydraulic Grade Line

See Appendix ‘E’ for the 100-year Hydraulic Grade Line Design Chart for storm sewers discharging to the East and

West stormwater management ponds. While HGL is above the obvert of the sewer for some portion of the sewer,

it does not exceed the rim grades. It is also below the obvert of the inlet headwalls at the pond. It should be noted

based on the modified Towns Standard 530 Residential Storm Sewer Connection (100mm dia.) the basements of

the houses are sump pumped above ground into the connection. This prevents storm sewer from surcharging into

the basement.

E.0 Post Development Quality Control Analysis.

Both SWM facilities have been designed as Wetland Ponds comprising of Active and Permanent Storage and

forebays for deposit of sediment. In addition the Ponds also have an assigned Decanting Area that will used to

remove dried sediment from the Forebay. The Permanent Storage component will address the Enhanced or Level 1

Quality Control for the site. The sizing and characteristics follow Table 4.7 of the MOEE drainage manual, Appendix

‘B’ include the calculations of the forebay sizing and the Stage – Storage evaluations for each pond .

E.1.1 East SWM Facility: (Southeast corner of the Proposed Site)

Total drainage area 12.540(less park area, incl. pond) Ha

Based on 70 % Impervious level: (Wetland Pond) 120 cu.m/ha

Less the extended detention for wet facilities 40 cu.m / ha

Total quality control volume 1003.2 cu.m

Total quality control volume provided at Maximum Elevation of 190.60 2340.0 cu.m

E.1.2 West SWM Facility: (Northwest corner of the Proposed Site)

Total drainage area 8.73

(incl. pond area) Ha

Based on 70 % Impervious level: (Wetland Pond) 120 cu.m/ha

includes the extended detention for wet facilities 40 cu.m / ha

Total quality control volume 698.4 cu.m.

Total quality control volume provided at Elev: 191.65 1,792.0 cu.m



15

E.2 Soakaway Pits - 5mm Storm Runoff Retention

We are proposing infiltration trenches (Soakaway Pits) within the lots to addressed on site retention of the initial

5mm storm runoff. Where feasible and noted on the the infiltration trench (soakawy pits) will collect drainage from

the house roof-top surfaces. The roof drainage is conveyed directly to the trench by the roof leader and subdrain

system, as the run-off is relatively clean it does not require pre-treatment. This technique is highly effective for

infiltration, however it is dependent that the in-situ soils have adequate percolation rates; the minimum Ministry of

Environment (M.O.E.) level is 15 mm/hour. Prior to construction; field soils percolation rate testing of the native soils

will be required for the design of infiltration facilities.

An Assessment of Groundwater Levels was completed by Terraprobe Inc. dated March 13, 2017. It was found that

the groundwater fluctuated seasonally, with levels measured as shallow as 0.2m below existing grade. The

subdivision grades are generally being raised from existing for stormwater management. This ranges from 0.0m to

3.0m.

Based on MOE guidelines, infiltration trenches must be located 1.0m above the high groundwater levels. Therefore

the infiltration trenches will be installed in the engineered fill in the interior lots. Along the perimeter of the Subject

Lands the rear yards match existing grades, so the shallow groundwater will not allow infiltration trenches. The

developer intends to import material from a gravel pit for engineer fill which will have an exceptional percolation

rate. The geotechnical engineer will conduct in-situ percolation rate analysis to determine the suitability for

infiltration trenches.

See attach Appendix ‘F’ for sub-surface infiltration trench design based on MOE SWM Manual. For the analysis we

have assume 15.0mm/hr percolation rate (minimum) until insitu testing can be conducted. Based on NVCA’s retention

criteria and the estimated increase of impervious surfaces (roads, roofs, driveways etc.) within the proposed

development, 704.14cu.m. of run-off volume to be infiltrated.

As detailed on the Engineering Drawings (#52), a 2.5m wide x 4.5m long x 0.8m deep 50mm clear stone pit

wrapped in filter cloth located at the rear property line, 4.0m set back from the house. The downspout will

connected to a 100mm dia. Non-perforated subdrain connecting into the infiltration trench. The downspout is to

have an overflow pipe in case there is a blockage or surcharge in the pit. Only lots 74 – 100, 141 – 256, and

townhouses will have infiltration trenches. This will provide 957.60cu.m. of storage volume, a 1.3x longevity factor

was applied. This meets this NVCAs requirements for initial retention.



16

E.3 Phosphorus Loading Calculation

Nottawasaga Valley Conservation Authority (NVCA) requires a pre- and post-development Phosphorus

loading calculations to be completed using NVCA’s online Phosphorus Loading Tool. NVCA’s online

Phosphorus Budget Tool analyzes and computes annual phosphorus loading under pre-development

and post-development conditions by breaking down land-use into the appropriate categories. Refer to

Appendix “F” for the output summary. As noted on the output table; under pre-development conditions

the majority of the property consists of cultivated lands and few scattered trees along the property limit

which has been categorized as “Agricultural - Cropland”. Under pre-development conditions the annual

phosphorus loading is 3.99 kg/yr.

Under post-development conditions the majority of the site zone has been classified as “Residential”;

the site can be divided into three categories such as single, detached house lots with road, townhouse

lots with road and small pockets of landscaped area, including two SWM ponds. Impervious areas of

each category is determined based on their assigned runoff coefficients (K). Under post-development

conditions (without best management practices (BMP)), the annual phosphorus loading increases to

32.56 kg/yr.

Phosphorus Reduction Methods (BMPs)

To reduce phosphorus loading under post-development conditions there are a number of methods or

BMPs available, each with different phosphorus reduction factors. An oil /grit separator filter device that

specializes in removing phosphorus can be proposed; however it is an undesirable option for a large

drainage area. Therefore, for the proposed development, a combination of the BMPs, such as wetland

ponds and soakaway pits are employed.

Given the type of development being a mix of single family houses and townhouse blocks; soakaway

pits to collect drainage from the house roof-top surfaces would be a desirable approach for phosphorus

removal.

The total roof area of abovementioned lots that will be drained to the soakaway pits (phosphorus

removal efficiency factor of 0.6), located at the rear of the house/townhouse block is approximately



17

3.68Ha. The balance of the storm water runoff from the proposed subdivision is captured by two SWM

ponds (phosphorus removal efficiency factor of 0.63), located at the northwest and the southeast

corner of the subdivision respectively or drained off-site.

Please refer to Appendix ‘F’ for the MOE Phosphorus Budget Tool and sand filter facility sizing.

Implementation of the proposed BMP will reduce the total phosphorus loading from 32.56 kg/yr to 12.09

kg/yr. The Phosphorus Budget Tool concludes that there iss in no net increase in the Phosphorus Load,

the conclusion was discussed and affirmed with NVCA staff.

F.0 SWM Pond Erosion Control Criteria

The erosion control criteria for proposed Ponds is to detain runoff generated from a 25mm storm, 4 hour duration

for a minimum of 48 hours or provide 40 cu.m./ha additional storage. See Appendix ‘G’ for the SWMHYMO output

file.

F.1.1 East Pond

We are proposing to use a Sceptor ICD (inlet control device) Type ’D’ to detain the 25mm storm event for 46.08

hours. Refer to SYMHYMO output printout in Appendix ‘E’ for the 25mm storm confirming the minimum detention

period for the East Pond. The Pond elevation will be 190.85m for total storage of 1,015 cubic meters

F.1.2 East Pond

We are proposing to use a Sceptor ICD (inlet control device) Type ’A’ to detain the 25mm storm event for

43.87hours. Refer to SYMHYMO output printout in Appendix ‘E’ for the 25mm storm confirming the minimum

detention period for the East Pond. The Pond elevation will be 191.95m for total storage of 672 cubic meters.

Albeit that both ponds do not meet the minimum 48 hour draw down period, the additional Permanent Pool

provided in both ponds will provide adequate compensation.



18

G.0 Sedimentation and Erosion Control Measures

Details for the Sedimentation and Erosion Control Measures are found on Drawings 15-010-38 & 39 for

Stage 1 at the Earthwork stage and 15-010-40 & 41 Stage 2 following the Base Roadworks Servicing

Stage. Erosion and Sediment Control Details are on 15-010-42. As par t of Stage I, excess topsoil will be

removed off-site, while the remaining stockpiled. The site also requires a significant amount of fill import.

A Stormwater Management Ponds Operation and Maintenance Manual dated May 5, 2017 has been

prepared by Condeland Engineering Ltd.

Construction Mud-mat

To prevent or reduce transport of mud and dirt to paved surrounding roads from construction vehicles

leaving the site a stabilized coarse granular access is provided (construction Mud-mat). The Mud-mat

will be constructed per Section 4.14.3 of Town Development Standards which consist of 450mm thick 50-

150mm stone and minimum 30 metres in length. All Construction traffic will be from the intersection of

Tracy Lane and Hurontario Street.

Sediment / Silt Control Fence

This measure consists of a woven fabric material (geotextile) as per NVCA’s Standard BSD-23 DRAFT

stretched across and attached to supporting post and wire fence. The woven geotextile must be

entrenched. This measure filters runoff, and allows soil particles to settle out thereby reducing the

amount of soil leaving a disturbed area. The sediment control fence also decreases the velocity of sheet

flow and low to moderate level concentrated flows. The fence is also utilized on this development as a

tree protection and work area delineation. In more sensitive works areas, we have proposed a double

layer of silt fence.

Hydro-seeding and Erosion Control Mats

Seeding will be placed on areas where there are long-term disturbed areas. In particular, phase 2 land,

temporary sediment control pond side slopes, and the topsoil stockpile. Erosion control matting to be

placed on ESC pond side slopes above the permanent pool level. The matting is placed directly on the

seeded slopes and the erosion mats provides turf reinforcement and reduces the energy of run-off to

provide long lasting erosion protection. The matting is typically composed of 100% coconut husk or

synthetic polypropylene fibres.



19

Temporary Sediment Control Ponds/ Sediment Traps

Temporary Sediment Control Ponds typically serve as an “end of pipe” control with its purpose to detain

runoff long enough to allow the majority of soil particles to settle. All ponds have been designed with a

perforated riser pipe discharge, to discharge the 125cum/hectare of tributary area over a 48hr. period

and in accordance with the Conservation Authorities Erosion & Sediment Control Guidelines for Urban

Construction (December 2006). A high visibility orange fence has been specified to surround the

perimeter of the pond as a safety indicator. The drawn down time is based on sizing the outlet structure

under the relationship of average surface area of a full pond, see formula relationship below.

a=2A(H-Ho)0.5/3600cT(2g)0.5 a = area of orifice m2 ( or sum of perforated holes)

A= average surface area of the full pond m2

H, Ho= top and bottom of active storage elevations

T= draw down time using 48 hours

c= orifice coefficienct using 0.60

g= acceleration due to gravity 9.8m/sec2

Details of the Sedimentation ponds Volumes are also located on the Stage I plans and are in the location

of the permanent Ponds.

Sediment traps as per OPSD 219.220 are used along the perimeter where the tributary area is smaller

than 2.0ha. A sediment trap is a depression area allowing runoff to pond. The sediment trap consists of

a stable spillway outlet. The purpose of the trap is to detain runoff from disturbed areas for a long

enough period of time to allow for a majority of the coarser suspended soil particles in the runoff to

settle out.

Interceptor Swales / Rock Check Dams

Interceptor swales involve the use of temporary grading of conveyance systems to collect and convey

runoff away from unprotected/disturbed slopes, as well as convey runoff from disturbed slopes to a

downstream sediment trap or basin/pond. Swales reduce sheet and rill erosion on slopes to allow re-



20

vegetation to proceed and slopes to stabilize. Swales have been proposed along the perimeter of site

and internal lots. A rock check dam consists of granular material placed temporarily across the swale. Its

purpose is to reduce the velocity of runoff to reduce the erosion . Rock check dams allow for little ponding

and is therefore not very effective in settling out sediment, particularly fine soil particles.

Storm Sewer Sediment Protection

Silt sacks have been proposed for street catchbasins and Catchbasin Sediment Trap and Barrier (Town

Std. No 310 & 311) have been proposed for rear lot and ditch inlet catch basin. They are to be installed

during base roadworks and to remain in place until landscaping is complete. After base roadworks are

complete, the lots will be ~0.83m below finish grade forming a despression. To ensure the lots do not

become saturated affecting engineered fill, we have proposed temporary drainage connection to the

storm service. These selected services will be extended with 150mm dia,. perforated HDPE wrapped in

filter fabric and coverd in 50mm clear stone.

H.1 Monitoring and Maintenance of Sedimentation and Erosion Controls

In order to maintain the effectiveness of the proposed erosion and sedimentation protection, all control

devices shall be inspected with regular frequency by agents of the Developer and the governing local

municipal authority. A walk through inspection of the construction site should be undertaken in

anticipation of large storm events that could potentially yield significant runoff volumes. Regular

inspections should occur on a weekly basis, after every rainfall event, after significant snowmelt events

and daily during extended rain or snowmelt periods.

Regular maintenance and all necessary repairs shall be performed including the safe disposal of all

sediment material. Maintenance, which in most cases will require the removal of sediment and the

installation of a new device, shall be conducted when the level of performance of the implemented

control device is reduced to less than 50% of its initial capacity based on the Engineers observation.



22

APPENDIX ‘A’

Figure 1 Location Map

Figure 2 Pre-Development Storm Tributary Plan

Figure 3 Post-Development Storm Tributary Plan



23

Figure 1 Location Map



24

Figure 2 Pre-Development Storm Tributary Plan

SWM-PRE-DEVELOPMENTCONDITION

350 C R E DIT S T ONE R OAD, U NIT 200C ONC OR D, ON., L 4K 3Z2

P HONE : (905) 695-2096F AX: (905) 695-2099

1. PIPE SIZES ARE IN MILLIMETRES UNLESSINDICATED. ELEVATIONS ARE IN METRES UNLESSINDICATED. ALL DIMENSIONS, ELEVATIONS ANDSIZES ARE IN METRIC UNITS UNLESS INDICATED.

BENCHMARK:

FIGURE 2

3050.41ha333330300330033303300030003330303000300303000303303003003033055555555555555555555555555555555555

00000.0000000000000.0.0000000 4141141141444441114444141114411144 ahahhahhahahhhhaahahahaaaahaha305

0.41ha

3050.41ha



25

Figure 3 Post-Development Storm Tributary Plan

SWM-POST-DEVELOPMENTCONDITION


P HONE : (905) 695-2096F AX: (905) 695-2099

ACCEPTED FORCONSTRUCTION

Town of Collingwood


BENCHMARK:

FIGURE 3

1

82

92

44434241

40

14

6

16

6

16

2

16

1

16

0

15

9

15

8

15

7

15

6

15

5

15

2

15

1

15

0

14

8

14

7

16

7

16

8

16

9

17

0

17

1

17

2

17

3

17

4

17

5

17

7

17

8

17

9

18

0

18

1

18

2

18

3

18

5

51

52

53

54 55

56 57

58 59

60

79

80

81

83

848586

121

45

46 47

48 49 50

61

62

63

73

76

75

74

78

77

89

88

87

90

91

93

94

95

96

100

101105106107108109110111112113114120 119 118 117 116 115122123124125126127128129

130

131

132

133

134

13

5

13

613

7

13

8

13

9

14

0

14

4

14

5

15

4

15

3

14

9

18

4

18

6

18

7

18

8

39383736

353433

3231

30

292827

26

252423

22

21

2019

18

17

16

15

14

13

12

11

10

7

8

9

6

5432

65

66676869

7071 64

72

192

193

194

195

196

197

198

199

200

201

202

203

204

205

BL

OC

K 2

93

BL

OC

K 2

94

BL

OC

K 2

95

BLOCK 296

BLOCK 298

BLOCK

BLOCK 301

BLOCK 285

BLOCK 260

BLOCK 267BLOCK 261

BLOCK 266

BLOCK 262

BLOCK 265

BLOCK 264

BLOCK 263

BLOCK 271

BLOCK 272

BLOCK 273BLOCK 270

BLOCK 269 BLOCK 274 BLOCK 275BLOCK 268

BLOCK 283

BLOCK 282

BLOCK 277BLOCK 278

BLOCK 281BLOCK 280

BLOCK 279

BLOCK 286

BLOCK 291

BLOCK 284

BROCK CRESCENT

DR

IVE

KRISTA COURT

DE

Y

BLOCK 257

97

98

99

102103104

17

6

16

5

16

4

16

3

14

3

14

2

14

1

191

190

189

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222 223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239 240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

GOLFVIEW DRIVE

LOCKHART ROAD

BLOCK 297

TRACEY LANE

DE

Y

DR

IVEE

ME

RS

ON

ST

RE

ET

PO

RT

LA

ND

ST

RE

ET

BA

RF

OO

T S

TR

EE

T

BA

ILE

Y S

TR

EE

T

AL

BA

NY

ST

RE

ET

TRACEY LANE

McLEAN AVENUE

KIRBY AVENUE

Mc

LE

AN

AV

EN

UE

BLOCK 258

PARK LAND

BLOCK 259

BLOCK 292

FU

TU

RE

LO

T

FU

TU

RE

LO

T

FU

TU

RE

LO

T

BL

OC

K 2

90

FU

TU

RE

LO

T

FU

TU

RE

LO

T

FU

TU

RE

LO

T

FU

TU

RE

LO

T BLOCK 287

(FUTURE DEVELOPMENT)

KIRBY AVENUE

31

29

85838179

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

300

1 2 3 4 5

1 2

BLOCK 299(0.30 RESERVE)

LOCKHART ROAD

1.42ha

0.45

507

0.17ha

0.45

508

1

12128129130

131

132

133

134

13

5

13

613

7

13

8

13

9

14

0

18

7

18

8

11

10

7

8

9

6

5432

BLOCK 260

BLOCK 261

BLOCK 284

14

2

14

1

GOLFVIEW DRIVE

TRACEY LANE

FINDLAYDRIVE

FU

TU

RE

LO

T

FU

TU

RE

LO

T

BL

OC

K 2

90

1

2

3

4

5

1

2

3

4

5

1 2

Steven.Nguyen

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Steven.Nguyen

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Steven.Nguyen

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Steven.Nguyen

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Steven.Nguyen

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Steven.Nguyen

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Steven.Nguyen

Rectangle



26

APPENDIX ‘B’

SWMHYMO Parameters







27

SWMHYMO Parameters

CO

ND

ELA

ND

EN

GIN

EE

RIN

G L

IMIT

ED

WA

TE

R R

ES

OU

RC

ES

P

RO

JEC

T: E

den

Oak

(M

cNab

b) In

c.F

ILE

: 15-

010

DA

TE

: OC

TO

BE

R 2

014

Eden

Oak

(McN

abb)

Inc.

A)

Det

erm

inin

g XI

MP

and

TIM

P

Cat

chm

ent l

abel

Are

as50

050

150

250

350

451

150

550

650

750

850

951

051

2D

escr

iptio

nin

tern

al lo

ts

and

road

sin

tern

al lo

ts

and

road

sin

tern

al lo

ts

and

road

sP

ark

Are

aE

ast S

WM

P

ond

Ext

erna

l V

acan

t lan

dsW

est S

WM

P

ond

Tra

cey

Lane

to

Hur

onta

riore

ar y

ard

area

no

rth

boun

dary

ba

ckya

rds

disc

harg

e to

3rd

pi

pe s

torm

se

wer

.

Lots

Fro

ntin

g ex

istin

g D

ey

Str

eet

side

slop

es o

f W

est P

ond

to G

olfv

iew

D

rive

Inte

rnal

la

nds

no

deve

lopm

ent

left

vaca

nt

rear

yar

ds

drai

ning

dire

ctly

to

the

Ham

ilton

D

rain

Gro

ssH

a7.

554.

646.

561.

271.

070.

110.

540.

241.

420.

170.

030.

111.

68

Roa

d H

a2.

361.

622.

280.

000.

000.

000.

000.

240.

000.

000.

000.

000.

02T

ownh

ouse

U

nits

64.5

013

.50

42.0

00.

000.

00T

ownh

ouse

H

a1.

710.

361.

120.

000.

000.

000.

000.

000.

000.

000.

000.

000.

00S

ingl

e F

amily

U

nits

73.5

075

.00

72.5

02.

0019

.00

3.00

0.00

21.0

0S

ingl

e F

amily

H

a3.

482.

663.

160.

000.

000.

000.

000.

001.

420.

170.

000.

001.

66

Pav

emen

t H

a0.

940.

650.

910.

000.

000.

000.

000.

110.

000.

000.

000.

000.

01S

idew

alk

Ha

0.26

0.05

0.17

0.00

0.00

0.00

0.00

0.02

0.00

0.00

0.00

0.00

0.00

driv

eway

sH

a0.

440.

340.

390.

000.

000.

000.

000.

010.

080.

010.

000.

000.

09pa

tios

and

wal

kway

sH

a0.

100.

060.

090.

000.

000.

000.

000.

000.

030.

000.

000.

000.

03ro

ofs

Ha

2.08

1.21

1.71

0.00

0.00

0.00

0.00

0.00

0.57

0.07

0.00

0.00

0.66

Par

kH

a1.

27

XIM

P0.

220.

230.

220.

200.

500.

200.

500.

570.

060.

070.

200.

200.

06T

IMP

0.51

0.50

0.50

0.20

0.50

0.20

0.50

0.57

0.48

0.49

0.20

0.20

0.47

Are

a tr

ibut

ary

to W

est P

ond

Are

a tr

ibut

ary

to E

ast P

ond

Unc

ontr

olle

d di

scha

rge

CO

ND

ELA

ND

EN

GIN

EE

RIN

G L

IMIT

ED

CO

ND

ELA

ND

EN

GIN

EE

RIN

G L

IMIT

ED

WA

TE

R R

ES

OU

RC

ES

P

RO

JEC

T: E

den

Oak

(M

cNab

b) In

c.F

ILE

: 15-

010

DA

TE

: OC

TO

BE

R 2

014

B)

DET

ERM

ININ

G L

GI A

ND

LG

P

We

have

use

d 40

met

res

(std

. lot

leng

th)

as th

e le

ngth

fo

r ur

ban

perv

ious

are

as (

LGP

) fo

r bo

th C

atch

men

ts

The

ove

rland

flow

leng

th fo

r im

perv

ious

are

as (

LGI)

is

base

d on

the

follo

win

g fo

rmul

a:

LGI=

( A

/1.5

)0.5

whe

re A

is th

e su

bcat

chm

ent a

rea

in s

q. m

.w

here

LG

I is

the

over

land

flow

leng

th in

m.

Are

as50

050

150

250

350

451

150

550

650

750

850

951

051

2D

escr

iptio

nin

tern

al lo

ts

and

road

sin

tern

al lo

ts

and

road

sin

tern

al lo

ts

and

road

sP

ark

Are

aE

ast S

WM

P

ond

Ext

erna

l V

acan

t lan

dsW

est S

WM

P

ond

Tra

cey

Lane

to

Hur

onta

riore

ar y

ard

disc

harg

e al

ong

nort

h bo

unda

ry

back

yard

s

Lots

Fro

ntin

g ex

istin

g D

ey

Str

eet

side

slop

es o

f W

est P

ond

to G

olfv

iew

D

rive

Inte

rnal

la

nds

no

deve

lopm

ent

left

vaca

nt

rear

yar

ds

drai

ning

dire

ctly

to

the

Ham

ilton

D

rain

LGI

224

176

209

9284

2760

4097

3415

2710

6

CO

ND

ELA

ND

EN

GIN

EE

RIN

G L

IMIT

ED



28


revi

sed

pond

s F

INA

L X

IMP

&T

IMP

PA

RA

ME

TE

RS

.xls

x

East

SW

M P

ond C

hara

cte

risti

cs

orifi

ce in

vert

=19

1.9

Sta

ge-S

tora

ge-D

ischarg

e R

ela

tionship

orifi

ce d

ia =

0.5

orifi

ce a

rea

=0.

1962

5IC

D in

vert

=19

0.6

orifi

ce c

entr

oid

ele.

=19

2.15

wei

r le

ngth

=3

wei

r el

evat

ion

193

ELE

VA

TIO

N

(m

)D

EP

TH

(m

)A

RE

A (

sq.m

.)S

TO

RA

GE

(c

u.m

.)S

TO

RA

GE

(H

a-m

)IC

D T

ype

'C'

Dis

char

ge R

ate

(lps)

ICD

Typ

e 'C

' D

isch

arge

Rat

e (c

um/s

ec)

Hea

d on

or

ifice

(m

)O

rific

e D

isch

arge

(in

vert

190

.70

in c

um/s

ec)

Wei

r D

isch

arge

Tot

al

Dis

char

ge

(cum

/sec

)

189.

900.

0030

91.5

60.

000.

0000

0.00

0.00

000.

000.

000.

000.

0000

190.

000.

1031

62.1

831

2.66

0.03

130.

000.

0000

0.00

0.00

0.00

0.00

0019

0.20

0.00

3305

.61

959.

350.

0959

0.00

0.00

000.

000.

000.

000.

0000

190.

400.

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Y D

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N C

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NS:

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tion

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ebay

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lann

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n M

anua

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6 : D

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g &

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ual)

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t=le

ngth

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let f

low

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8 m

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th o

f the

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man

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city

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/s)

at b

erm

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m/s

ec

Equ

atio

n 4.

7 : M

inim

um F

oreb

ay D

eep

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e B

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m W

idth

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nnin

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ual)

Wid

th (

m)=

0.14

3D

ist (

m)=

4.07

5



30


CONDELAND ENGINEERING LIMITEDMUNICIPAL DESIGN DIVISION - HYDRAULIC CALCULATIONS

PROJECT NO: 15-010 PROPOSED DOWNSTREAM MAJOR STORM SEWER SYSTEM (100 - YEAR STORM) TO THE PRETTY RIVERPROJECT LOCATION: COLLINGWOOD CALCS BY: S.N. P.Eng. CHECKED BR.P.D. P.Eng.CLIENT: EDEN OAK (McNABB) INC.DATE:

HYDRAULIC GRADE LINE OF PROPOSED EAST POND OUTLET STORM SEWER TRIBUTARY TO PRETTY RIVER 100 YR HGL at PRETTY RIVER= 191.560

ROAD PIPE DIAMETER

DEPTH OF FLOW AREA WETTED

PERIMETERHYDRAULIC

RADIUS R4/3 V( VELOCITY) VELOCITY HEAD

COEFFICIENT FRICTION

LOSS

FRICTION SLOPE(Sf) AVG Sf

LENGTH DOWNSTREA

M PIPE

FRICTION HEAD LOSS

MH / BEND LOSS TRANSITION TOTAL HEAD

LOSSOBVERT OF STM SEWER

HYDRAULIC GRADE LINE ELEVATION

H.G.L. DISTANCE

ABOVE OBVERT (m)

ACTUAL FLOW LEVEL ELEVATION

DEPTH BELOW

CENTRE LINE TO HGL

HEADWALL 1 OUTLET TO RIVER 191.560

N. HW1-UPSTRM TRAIN TRAIL 0.900 0.900 0.000 0.000 190.880 191.560 0.680 190.538 N/A

S. MH1-DNSTRM TRAIN TRAIL 0.900 0.900 0.636 2.826 0.225 0.137 0.917 0.043 0.003 0.001 0.001 11.9 0.012 0.012 190.900 191.572 0.672 190.558 2.428N. MH1-UPSTRM TRAIN TRAIL 0.900 0.900 0.002 0.002 190.950 191.574 0.624 190.626 2.426

S. MH2-DNSTRM TRAIN TRAIL 0.900 0.900 0.636 2.826 0.225 0.137 0.957 0.047 0.003 0.001 0.001 78.8 0.089 0.089 191.110 191.663 0.553 190.786 1.837W. MH2-UPSTRM TRAIN TRAIL 0.900 0.900 0.002 0.002 191.190 191.665 0.475 190.875 1.835

E. MH3-DNSTRM BLOCK 287 0.900 0.900 0.636 2.826 0.225 0.137 0.981 0.049 0.003 0.001 0.001 43.9 0.052 0.052 191.280 191.717 0.437 190.965 1.883N. MH3-UPSTRM BLOCK 287 0.900 0.900 0.002 0.002 191.360 191.720 0.360 191.063 1.880

S. PCS1-DNSTRM EAST POND 0.900 0.900 0.636 2.826 0.225 0.137 1.022 0.053 0.003 0.001 0.001 70.7 0.091 0.091 191.500 191.810 0.310 191.203 1.690

April 27, 2017

Sheet 1 of 13



31


STONE SIZING FOR POND INLET HEADWALLS

DEVELOPMENT: Eden Oak (McNabb) Inc.

CONSULTANT: CONDELAND ENGINEERING LTD.

HW3 - Inlet Channel Design ( \_/ Shape )

Oufall Channel (V-shaped channel)

Design discharge (full flow) = 1.3563 cu.m/s (from 100-yr flow Design Chart)

Rip-rap lined Channel Drops

Channel Slope: S = 12.00%

Depth of channel: 0.225 m

Channel side slope: Z = 3 :1

Channel top width: 4.075 m

Top width of flow: 3.795 m

Channel bottom width: bw = 2.725 m

Flow depth: y = 0.178 m

Flow area: A = 0.5816 sq.m

Wetted perimeter: W = 3.853 m

Hydraulic radius: R = A / W = 0.151 m

bw / y = 15.275 m

Kb (Bed Force Coefficient)= 1.095 from Figure 5-6 (b)

Bed Tractive force: = Kb * r * R * S The density of water r = 1000 kg/cum

19.84 kg/sq.m

Kbk (Side Force Coefficient)= 1.031 from Figure 5-6 (c)

Bank Tractive force: = Kbk * r * R * S The density of water r = 1000 kg/cum

18.68 kg/sq.m

Calculate Rip-Rap size for lining DropsD50 = 350 mm

Roughness Coefficients: n = 0.0152*D50^(1/6)

= 0.040 (MTO Chapter C, Table A.1)

Calculate the Bed Resistive Force: Tcb = 0.064*D50 (MTO Chapter C, Eq. 5-32)

= 22.40 kg/sqm > 19.84 kg/sqm

Calculate the Bank Resistive Force: Tcs = Ksb * Tcb

Rip rap - Quarried Stone

From Figure 5-7 (a) for D50 = 350mm, the angle of repose = 42.0 degrees

From Figure 5-7 (c) for side slope of 3:1

Ksb = 0.86

Tcs = 19.26 kg/sqm > 18.68 kg/sqm

Flow velocity: V = (1/n)*R^(2/3)*S^(1/2)= 2.434 m/s

Flow rate: Q = V * A = 1.416 cum/s

Compare Flow rate Q with Design discharge

Flow rate Q / Design Q = 1.044 104%





Oufall Channel (V-shaped channel)













bw / y = 23.846 m



16.61 kg/sq.m



18.39 kg/sq.m





= 22.40 kg/sqm > 16.61 kg/sqm





Ksb = 0.86

Tcs = 19.26 kg/sqm > 18.39 kg/sqm









Oufall Channel (\_/-shaped channel)













bw / y = 6.368 m



1.15 kg/sq.m



0.99 kg/sq.m





= 22.40 kg/sqm > 1.15 kg/sqm





Ksb = 0.86

Tcs = 19.26 kg/sqm > 0.99 kg/sqm









Oufall Channel (\_/-shaped channel)













bw / y = 1.637 m



0.33 kg/sq.m



0.35 kg/sq.m





= 22.40 kg/sqm > 0.33 kg/sqm





Ksb = 0.86

Tcs = 19.26 kg/sqm > 0.35 kg/sqm







32

APPENDIX ‘C’

Pre-Development SWYMHYMO Output Files














33

Pre-Development SWYMHYMO Output Files



34




35




36




37




38




39




40


East Pond SCS Storm Events

Condeland Engineering Limited 2-100year StormPage 1

00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 437754900009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: Condeland Engineering Limited +++++++++00025> +++++++++ in any City SERIAL#:4377549 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2017-05-15 TIME: 14:52:49 RUN COUNTER: 000864 *00039> *******************************************************************************00040> * Input filename: X:\Projects\15010\POSTDE~1\scsetpst.dat *00041> * Output filename: X:\Projects\15010\POSTDE~1\scsetpst.out *00042> * Summary filename: X:\Projects\15010\POSTDE~1\scsetpst.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [EDEN OAK (MCNABB) INC.] Project Number: [15-010] 00053> *# Date : 09-20-2015 00054> *# Modeller : [Robert De Angelis, P. Eng.] 00055> *# Company : Condeland Engineering Limited 00056> *# License # : 4377549 00057> *#******************************************************************************00058> --------------------00059> | START | Project dir.: X:\Projects\15010\POSTDE~1\ 00060> -------------------- Rainfall dir.: X:\Projects\15010\POSTDE~1\ 00061> TZERO = .00 hrs on 000062> METOUT= 2 (output = METRIC) 00063> NRUN = 00100064> NSTORM= 000065> --------------------------------------------------------------------------------



00066> 001:0002------------------------------------------------------------------------00067> *# DISCRITIZING THE 24 HOUR DURATION - VARIOUS SCS STORM EVENTS 00068> *# 2-YEAR STM EVENT 00069> ----------------------00070> | CALIB STANDHYD | Area (ha)= 4.6400071> | 06:501 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0000072> ----------------------00073> IMPERVIOUS PERVIOUS (i)00074> Surface Area (ha)= 2.32 2.3200075> Dep. Storage (mm)= .80 5.0000076> Average Slope (%)= 2.00 2.0000077> Length (m)= 176.00 40.0000078> Mannings n = .013 .15000079> 00080> New rainfall entered directly by user. 00081> TIME STEP= 5.00 min # of STEPS= 20000082> DURATION =16.67 hrs TOTAL RAIN= 43.87 mm00083> 00084> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00085> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00086> .08 21.420 | 4.25 1.520 | 8.42 1.520 | 12.58 .76000087> .17 1.020 | 4.33 1.520 | 8.50 1.520 | 12.67 .76000088> .25 1.020 | 4.42 1.520 | 8.58 1.520 | 12.75 .76000089> .33 1.020 | 4.50 1.520 | 8.67 1.520 | 12.83 .76000090> .42 1.020 | 4.58 1.520 | 8.75 1.520 | 12.92 .76000091> .50 1.020 | 4.67 1.520 | 8.83 1.520 | 13.00 .76000092> .58 1.020 | 4.75 1.520 | 8.92 1.520 | 13.08 .76000093> .67 1.020 | 4.83 1.520 | 9.00 1.520 | 13.17 .76000094> .75 1.020 | 4.92 1.520 | 9.08 1.520 | 13.25 .76000095> .83 1.020 | 5.00 1.520 | 9.17 1.520 | 13.33 .76000096> .92 1.020 | 5.08 3.050 | 9.25 1.520 | 13.42 .76000097> 1.00 1.020 | 5.17 3.050 | 9.33 1.520 | 13.50 .76000098> 1.08 1.020 | 5.25 3.050 | 9.42 1.520 | 13.58 .76000099> 1.17 1.020 | 5.33 3.050 | 9.50 1.520 | 13.67 .76000100> 1.25 1.020 | 5.42 3.050 | 9.58 1.520 | 13.75 .76000101> 1.33 1.020 | 5.50 3.050 | 9.67 1.520 | 13.83 .76000102> 1.42 1.020 | 5.58 3.050 | 9.75 1.520 | 13.92 .76000103> 1.50 1.020 | 5.67 3.050 | 9.83 1.520 | 14.00 .76000104> 1.58 1.020 | 5.75 3.050 | 9.92 1.520 | 14.08 .76000105> 1.67 1.020 | 5.83 3.050 | 10.00 1.520 | 14.17 .76000106> 1.75 1.020 | 5.92 4.060 | 10.08 1.020 | 14.25 .51000107> 1.83 1.020 | 6.00 4.060 | 10.17 1.020 | 14.33 .51000108> 1.92 1.020 | 6.08 5.840 | 10.25 1.020 | 14.42 .51000109> 2.00 1.020 | 6.17 5.840 | 10.33 1.020 | 14.50 .51000110> 2.08 1.020 | 6.25 13.210 | 10.42 1.020 | 14.58 .51000111> 2.17 1.020 | 6.33 13.210 | 10.50 1.020 | 14.67 .51000112> 2.25 1.020 | 6.42 28.960 | 10.58 1.020 | 14.75 .51000113> 2.33 1.020 | 6.50 28.960 | 10.67 1.020 | 14.83 .51000114> 2.42 1.020 | 6.58 60.450 | 10.75 1.020 | 14.92 .51000115> 2.50 1.020 | 6.67 60.450 | 10.83 1.020 | 15.00 .51000116> 2.58 1.020 | 6.75 10.670 | 10.92 1.020 | 15.08 .51000117> 2.67 1.020 | 6.83 10.670 | 11.00 1.020 | 15.17 .51000118> 2.75 1.020 | 6.92 6.600 | 11.08 1.020 | 15.25 .51000119> 2.83 1.020 | 7.00 6.600 | 11.17 1.020 | 15.33 .51000120> 2.92 1.020 | 7.08 4.830 | 11.25 1.020 | 15.42 .51000121> 3.00 1.020 | 7.17 4.830 | 11.33 1.020 | 15.50 .51000122> 3.08 1.020 | 7.25 4.570 | 11.42 1.020 | 15.58 .51000123> 3.17 1.020 | 7.33 4.570 | 11.50 1.020 | 15.67 .51000124> 3.25 1.020 | 7.42 3.300 | 11.58 1.020 | 15.75 .51000125> 3.33 1.020 | 7.50 3.300 | 11.67 1.020 | 15.83 .51000126> 3.42 1.520 | 7.58 2.790 | 11.75 1.020 | 15.92 .51000127> 3.50 1.520 | 7.67 2.790 | 11.83 1.020 | 16.00 .51000128> 3.58 1.520 | 7.75 2.790 | 11.92 1.020 | 16.08 .51000129> 3.67 1.520 | 7.83 2.790 | 12.00 1.020 | 16.17 .51000130> 3.75 1.520 | 7.92 2.790 | 12.08 1.020 | 16.25 .510

robert.deangelis

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00131> 3.83 1.520 | 8.00 2.790 | 12.17 1.020 | 16.33 .51000132> 3.92 1.520 | 8.08 2.790 | 12.25 1.020 | 16.42 .51000133> 4.00 1.520 | 8.17 2.790 | 12.33 1.020 | 16.50 .51000134> 4.08 1.520 | 8.25 2.790 | 12.42 1.020 | 16.58 .51000135> 4.17 1.520 | 8.33 2.790 | 12.50 1.020 | 16.67 .51000136> 00137> Max.eff.Inten.(mm/hr)= 60.45 34.8500138> over (min) 5.00 10.0000139> Storage Coeff. (min)= 3.56 (ii) 11.48 (ii)00140> Unit Hyd. Tpeak (min)= 5.00 10.0000141> Unit Hyd. peak (cms)= .26 .1000142> *TOTALS*00143> PEAK FLOW (cms)= .17 .14 .301 (iii)00144> TIME TO PEAK (hrs)= 6.67 6.75 6.66700145> RUNOFF VOLUME (mm)= 43.07 13.96 20.65500146> TOTAL RAINFALL (mm)= 43.87 43.87 43.87300147> RUNOFF COEFFICIENT = .98 .32 .47100148> *** WARNING: Storage Coefficient is smaller than DT! 00149> Use a smaller DT or a larger area. 00150> 00151> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00152> CN* = 68.0 Ia = Dep. Storage (Above)00153> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00154> THAN THE STORAGE COEFFICIENT.00155> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00156> 00157> --------------------------------------------------------------------------------00158> 001:0003------------------------------------------------------------------------00159> --------------------00160> | ROUTE PIPE 501pip| PIPE Number = 1.0000161> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000162> | DT= 5.0 min | Length (m)= 318.3000163> -------------------- Slope (m/m)= .0020000164> Manning n = .01300165> 00166> <------------------- TRAVEL TIME TABLE ------------------->00167> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00168> (m) (cu.m.) (cms) (m/s) min00169> .055 .556E+01 .007 .375 14.1500170> .111 .155E+02 .028 .585 9.0700171> .166 .279E+02 .066 .753 7.0500172> .221 .422E+02 .119 .895 5.9300173> .276 .579E+02 .185 1.018 5.2100174> .332 .747E+02 .264 1.126 4.7100175> .387 .922E+02 .354 1.222 4.3400176> .442 .110E+03 .452 1.305 4.0600177> .497 .129E+03 .557 1.379 3.8500178> .553 .147E+03 .666 1.442 3.6800179> .608 .165E+03 .777 1.495 3.5500180> .663 .183E+03 .887 1.539 3.4500181> .718 .201E+03 .993 1.572 3.3700182> .774 .218E+03 1.091 1.596 3.3200183> .829 .233E+03 1.179 1.608 3.3000184> .884 .248E+03 1.250 1.607 3.3000185> .939 .260E+03 1.299 1.590 3.3400186> .995 .270E+03 1.314 1.548 3.4300187> 1.050 .276E+03 1.222 1.411 3.7600188> <---- hydrograph ----> <-pipe / channel->00189> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00190> (ha) (cms) (hrs) (mm) (m) (m/s)00191> INFLOW : ID= 6:501 4.64 .301 6.67 20.655 .354 1.16400192> OUTFLOW: ID= 1:501pip 4.64 .251 6.75 20.655 .322 1.10600193> 00194> 00195> --------------------------------------------------------------------------------



00196> 001:0004------------------------------------------------------------------------00197> ----------------------00198> | CALIB STANDHYD | Area (ha)= 6.5600199> | 02:502 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000200> ----------------------00201> IMPERVIOUS PERVIOUS (i)00202> Surface Area (ha)= 3.28 3.2800203> Dep. Storage (mm)= .80 5.0000204> Average Slope (%)= 2.00 2.0000205> Length (m)= 209.00 40.0000206> Mannings n = .013 .15000207> 00208> Max.eff.Inten.(mm/hr)= 60.45 35.6800209> over (min) 5.00 10.0000210> Storage Coeff. (min)= 3.95 (ii) 11.79 (ii)00211> Unit Hyd. Tpeak (min)= 5.00 10.0000212> Unit Hyd. peak (cms)= .24 .1000213> *TOTALS*00214> PEAK FLOW (cms)= .23 .20 .415 (iii)00215> TIME TO PEAK (hrs)= 6.67 6.75 6.66700216> RUNOFF VOLUME (mm)= 43.07 14.10 20.47500217> TOTAL RAINFALL (mm)= 43.87 43.87 43.87300218> RUNOFF COEFFICIENT = .98 .32 .46700219> *** WARNING: Storage Coefficient is smaller than DT! 00220> Use a smaller DT or a larger area. 00221> 00222> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00223> CN* = 68.0 Ia = Dep. Storage (Above)00224> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00225> THAN THE STORAGE COEFFICIENT.00226> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00227> 00228> --------------------------------------------------------------------------------00229> 001:0005------------------------------------------------------------------------00230> ----------------------00231> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0000232> | 03:503Par DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000233> ---------------------- U.H. Tp(hrs)= .29000234> 00235> Unit Hyd Qpeak (cms)= .16700236> 00237> PEAK FLOW (cms)= .021 (i)00238> TIME TO PEAK (hrs)= 6.83300239> RUNOFF VOLUME (mm)= 8.69300240> TOTAL RAINFALL (mm)= 43.87300241> RUNOFF COEFFICIENT = .19800242> 00243> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00244> 00245> --------------------------------------------------------------------------------00246> 001:0006------------------------------------------------------------------------00247> ----------------------00248> | CALIB STANDHYD | Area (ha)= 1.0700249> | 04:504 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000250> ----------------------00251> IMPERVIOUS PERVIOUS (i)00252> Surface Area (ha)= .54 .5400253> Dep. Storage (mm)= .80 5.0000254> Average Slope (%)= 2.00 2.0000255> Length (m)= 84.00 40.0000256> Mannings n = .013 .15000257> 00258> Max.eff.Inten.(mm/hr)= 60.45 11.9700259> over (min) 5.00 15.0000260> Storage Coeff. (min)= 2.29 (ii) 14.43 (ii)



00261> Unit Hyd. Tpeak (min)= 5.00 15.0000262> Unit Hyd. peak (cms)= .30 .0800263> *TOTALS*00264> PEAK FLOW (cms)= .09 .01 .098 (iii)00265> TIME TO PEAK (hrs)= 6.67 6.83 6.66700266> RUNOFF VOLUME (mm)= 43.07 9.54 26.30700267> TOTAL RAINFALL (mm)= 43.87 43.87 43.87300268> RUNOFF COEFFICIENT = .98 .22 .60000269> *** WARNING: Storage Coefficient is smaller than DT! 00270> Use a smaller DT or a larger area. 00271> 00272> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00273> CN* = 68.0 Ia = Dep. Storage (Above)00274> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00275> THAN THE STORAGE COEFFICIENT.00276> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00277> 00278> --------------------------------------------------------------------------------00279> 001:0007------------------------------------------------------------------------00280> ----------------------00281> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000282> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000283> ---------------------- U.H. Tp(hrs)= .16000284> 00285> Unit Hyd Qpeak (cms)= .02600286> 00287> PEAK FLOW (cms)= .003 (i)00288> TIME TO PEAK (hrs)= 6.75000289> RUNOFF VOLUME (mm)= 8.68900290> TOTAL RAINFALL (mm)= 43.87300291> RUNOFF COEFFICIENT = .19800292> 00293> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00294> 00295> --------------------------------------------------------------------------------00296> 001:0008------------------------------------------------------------------------00297> ------------------------00298> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00299> ------------------------ (ha) (cms) (hrs) (mm) (cms)00300> ID1 01:501pipe 4.64 .251 6.75 20.66 .000 00301> +ID2 02:502 6.56 .415 6.67 20.47 .000 00302> +ID3 03:503Park 1.27 .021 6.83 8.69 .000 00303> +ID4 04:504 1.07 .098 6.67 26.31 .000 00304> +ID5 05:511 .11 .003 6.75 8.69 .000 00305> ===========================================================00306> SUM 06:501+502+50 13.65 .777 6.67 19.80 .000 00307> 00308> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00309> 00310> --------------------------------------------------------------------------------00311> 001:0009------------------------------------------------------------------------00312> ---------------------00313> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00314> | IN>06:(501+50) |00315> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00316> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00317> (cms) (ha.m.) | (cms) (ha.m.)00318> .000 .0000E+00 | .040 .6347E+0000319> .011 .3660E-01 | .043 .7482E+0000320> .019 .1137E+00 | .402 .8678E+0000321> .022 .1542E+00 | .469 .9299E+0000322> .026 .2392E+00 | .576 .1059E+0100323> .029 .2837E+00 | .623 .1126E+0100324> .032 .3768E+00 | .706 .1264E+0100325> .033 .4255E+00 | .905 .1336E+01



00326> .036 .5272E+00 | 1.652 .1485E+0100327> .038 .5802E+00 | 2.682 .1640E+0100328> 00329> ROUTING RESULTS AREA QPEAK TPEAK R.V.00330> -------------------- (ha) (cms) (hrs) (mm)00331> INFLOW >06: (501+50) 13.65 .777 6.667 19.80200332> OUTFLOW<01: (eastpo) 13.65 .024 12.533 19.80200333> 00334> PEAK FLOW REDUCTION [Qout/Qin](%)= 3.06000335> TIME SHIFT OF PEAK FLOW (min)= 352.0000336> MAXIMUM STORAGE USED (ha.m.)=.1875E+0000337> 00338> --------------------------------------------------------------------------------00339> 001:0010------------------------------------------------------------------------00340> ----------------------00341> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000342> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000343> ---------------------- U.H. Tp(hrs)= .16000344> 00345> Unit Hyd Qpeak (cms)= .11000346> 00347> PEAK FLOW (cms)= .011 (i)00348> TIME TO PEAK (hrs)= 6.75000349> RUNOFF VOLUME (mm)= 8.69200350> TOTAL RAINFALL (mm)= 43.87300351> RUNOFF COEFFICIENT = .19800352> 00353> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00354> 00355> --------------------------------------------------------------------------------00356> 001:0011------------------------------------------------------------------------00357> ----------------------00358> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000359> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000360> ---------------------- U.H. Tp(hrs)= .29000361> 00362> Unit Hyd Qpeak (cms)= .22100363> 00364> PEAK FLOW (cms)= .028 (i)00365> TIME TO PEAK (hrs)= 6.90000366> RUNOFF VOLUME (mm)= 8.69300367> TOTAL RAINFALL (mm)= 43.87300368> RUNOFF COEFFICIENT = .19800369> 00370> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00371> 00372> --------------------------------------------------------------------------------00373> 001:0012------------------------------------------------------------------------00374> ------------------------00375> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00376> ------------------------ (ha) (cms) (hrs) (mm) (cms)00377> ID1 01:eastpond 13.65 .024 12.53 19.80 .000 00378> +ID2 02:510 .46 .011 6.75 8.69 .000 00379> +ID3 03:512 1.68 .028 6.90 8.69 .000 00380> ===========================================================00381> SUM 04:eastpond+5 15.79 .057 6.87 18.30 .000 00382> 00383> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00384> 00385> --------------------------------------------------------------------------------00386> 001:0013------------------------------------------------------------------------00387> *# 5-YEAR STM EVENT 00388> ----------------------00389> | CALIB STANDHYD | Area (ha)= 4.6400390> | 06:501 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.00

robert.deangelis

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00391> ----------------------00392> IMPERVIOUS PERVIOUS (i)00393> Surface Area (ha)= 2.32 2.3200394> Dep. Storage (mm)= .80 5.0000395> Average Slope (%)= 2.00 2.0000396> Length (m)= 176.00 40.0000397> Mannings n = .013 .15000398> 00399> New rainfall entered directly by user. 00400> TIME STEP= 5.00 min # of STEPS= 20000401> DURATION =16.67 hrs TOTAL RAIN= 52.03 mm00402> 00403> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00404> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00405> .08 31.750 | 4.25 1.780 | 8.42 1.780 | 12.58 1.02000406> .17 1.270 | 4.33 1.780 | 8.50 1.780 | 12.67 1.02000407> .25 1.270 | 4.42 1.780 | 8.58 1.780 | 12.75 1.02000408> .33 1.270 | 4.50 1.780 | 8.67 1.780 | 12.83 1.02000409> .42 1.270 | 4.58 1.780 | 8.75 1.780 | 12.92 1.02000410> .50 1.270 | 4.67 1.780 | 8.83 1.780 | 13.00 1.02000411> .58 1.270 | 4.75 1.780 | 8.92 1.780 | 13.08 1.02000412> .67 1.270 | 4.83 1.780 | 9.00 1.780 | 13.17 1.02000413> .75 1.270 | 4.92 1.780 | 9.08 1.780 | 13.25 1.02000414> .83 1.270 | 5.00 1.780 | 9.17 1.780 | 13.33 1.02000415> .92 1.270 | 5.08 3.300 | 9.25 1.780 | 13.42 1.02000416> 1.00 1.270 | 5.17 3.300 | 9.33 1.780 | 13.50 1.02000417> 1.08 1.270 | 5.25 3.300 | 9.42 1.780 | 13.58 1.02000418> 1.17 1.270 | 5.33 3.300 | 9.50 1.780 | 13.67 1.02000419> 1.25 1.270 | 5.42 3.300 | 9.58 1.780 | 13.75 1.02000420> 1.33 1.270 | 5.50 3.300 | 9.67 1.780 | 13.83 1.02000421> 1.42 1.270 | 5.58 3.300 | 9.75 1.780 | 13.92 1.02000422> 1.50 1.270 | 5.67 3.300 | 9.83 1.780 | 14.00 1.02000423> 1.58 1.270 | 5.75 3.300 | 9.92 1.780 | 14.08 1.02000424> 1.67 1.270 | 5.83 3.300 | 10.00 1.780 | 14.17 1.02000425> 1.75 1.270 | 5.92 4.570 | 10.08 1.270 | 14.25 .76000426> 1.83 1.270 | 6.00 4.570 | 10.17 1.270 | 14.33 .76000427> 1.92 1.270 | 6.08 6.600 | 10.25 1.270 | 14.42 .76000428> 2.00 1.270 | 6.17 6.600 | 10.33 1.270 | 14.50 .76000429> 2.08 1.270 | 6.25 15.240 | 10.42 1.270 | 14.58 .76000430> 2.17 1.270 | 6.33 15.240 | 10.50 1.270 | 14.67 .76000431> 2.25 1.270 | 6.42 33.270 | 10.58 1.270 | 14.75 .76000432> 2.33 1.270 | 6.50 33.270 | 10.67 1.270 | 14.83 .76000433> 2.42 1.270 | 6.58 69.600 | 10.75 1.270 | 14.92 .76000434> 2.50 1.270 | 6.67 69.600 | 10.83 1.270 | 15.00 .76000435> 2.58 1.270 | 6.75 12.190 | 10.92 1.270 | 15.08 .76000436> 2.67 1.270 | 6.83 12.190 | 11.00 1.270 | 15.17 .76000437> 2.75 1.270 | 6.92 7.620 | 11.08 1.270 | 15.25 .76000438> 2.83 1.270 | 7.00 7.620 | 11.17 1.270 | 15.33 .76000439> 2.92 1.270 | 7.08 5.590 | 11.25 1.270 | 15.42 .76000440> 3.00 1.270 | 7.17 5.590 | 11.33 1.270 | 15.50 .76000441> 3.08 1.270 | 7.25 5.080 | 11.42 1.270 | 15.58 .76000442> 3.17 1.270 | 7.33 5.080 | 11.50 1.270 | 15.67 .76000443> 3.25 1.270 | 7.42 3.810 | 11.58 1.270 | 15.75 .76000444> 3.33 1.270 | 7.50 3.810 | 11.67 1.270 | 15.83 .76000445> 3.42 1.780 | 7.58 3.050 | 11.75 1.270 | 15.92 .76000446> 3.50 1.780 | 7.67 3.050 | 11.83 1.270 | 16.00 .76000447> 3.58 1.780 | 7.75 3.050 | 11.92 1.270 | 16.08 .76000448> 3.67 1.780 | 7.83 3.050 | 12.00 1.270 | 16.17 .76000449> 3.75 1.780 | 7.92 3.050 | 12.08 1.270 | 16.25 .76000450> 3.83 1.780 | 8.00 3.050 | 12.17 1.270 | 16.33 .76000451> 3.92 1.780 | 8.08 3.050 | 12.25 1.270 | 16.42 .76000452> 4.00 1.780 | 8.17 3.050 | 12.33 1.270 | 16.50 .76000453> 4.08 1.780 | 8.25 3.050 | 12.42 1.270 | 16.58 .76000454> 4.17 1.780 | 8.33 3.050 | 12.50 1.270 | 16.67 .76000455>



00456> Max.eff.Inten.(mm/hr)= 69.60 45.6600457> over (min) 5.00 10.0000458> Storage Coeff. (min)= 3.37 (ii) 10.48 (ii)00459> Unit Hyd. Tpeak (min)= 5.00 10.0000460> Unit Hyd. peak (cms)= .26 .1100461> *TOTALS*00462> PEAK FLOW (cms)= .20 .19 .378 (iii)00463> TIME TO PEAK (hrs)= 6.67 6.75 6.66700464> RUNOFF VOLUME (mm)= 51.23 18.83 26.28400465> TOTAL RAINFALL (mm)= 52.03 52.03 52.03500466> RUNOFF COEFFICIENT = .98 .36 .50500467> *** WARNING: Storage Coefficient is smaller than DT! 00468> Use a smaller DT or a larger area. 00469> 00470> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00471> CN* = 68.0 Ia = Dep. Storage (Above)00472> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00473> THAN THE STORAGE COEFFICIENT.00474> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00475> 00476> --------------------------------------------------------------------------------00477> 001:0014------------------------------------------------------------------------00478> --------------------00479> | ROUTE PIPE 501pip| PIPE Number = 1.0000480> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000481> | DT= 5.0 min | Length (m)= 318.3000482> -------------------- Slope (m/m)= .0020000483> Manning n = .01300484> 00485> <------------------- TRAVEL TIME TABLE ------------------->00486> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00487> (m) (cu.m.) (cms) (m/s) min00488> .055 .556E+01 .007 .375 14.1500489> .111 .155E+02 .028 .585 9.0700490> .166 .279E+02 .066 .753 7.0500491> .221 .422E+02 .119 .895 5.9300492> .276 .579E+02 .185 1.018 5.2100493> .332 .747E+02 .264 1.126 4.7100494> .387 .922E+02 .354 1.222 4.3400495> .442 .110E+03 .452 1.305 4.0600496> .497 .129E+03 .557 1.379 3.8500497> .553 .147E+03 .666 1.442 3.6800498> .608 .165E+03 .777 1.495 3.5500499> .663 .183E+03 .887 1.539 3.4500500> .718 .201E+03 .993 1.572 3.3700501> .774 .218E+03 1.091 1.596 3.3200502> .829 .233E+03 1.179 1.608 3.3000503> .884 .248E+03 1.250 1.607 3.3000504> .939 .260E+03 1.299 1.590 3.3400505> .995 .270E+03 1.314 1.548 3.4300506> 1.050 .276E+03 1.222 1.411 3.7600507> <---- hydrograph ----> <-pipe / channel->00508> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00509> (ha) (cms) (hrs) (mm) (m) (m/s)00510> INFLOW : ID= 6:501 4.64 .378 6.67 26.284 .400 1.24100511> OUTFLOW: ID= 1:501pip 4.64 .317 6.75 26.284 .362 1.17800512> 00513> 00514> --------------------------------------------------------------------------------00515> 001:0015------------------------------------------------------------------------00516> ----------------------00517> | CALIB STANDHYD | Area (ha)= 6.5600518> | 02:502 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000519> ----------------------00520> IMPERVIOUS PERVIOUS (i)



00521> Surface Area (ha)= 3.28 3.2800522> Dep. Storage (mm)= .80 5.0000523> Average Slope (%)= 2.00 2.0000524> Length (m)= 209.00 40.0000525> Mannings n = .013 .15000526> 00527> Max.eff.Inten.(mm/hr)= 69.60 46.6900528> over (min) 5.00 10.0000529> Storage Coeff. (min)= 3.73 (ii) 10.78 (ii)00530> Unit Hyd. Tpeak (min)= 5.00 10.0000531> Unit Hyd. peak (cms)= .25 .1100532> *TOTALS*00533> PEAK FLOW (cms)= .27 .27 .522 (iii)00534> TIME TO PEAK (hrs)= 6.67 6.75 6.66700535> RUNOFF VOLUME (mm)= 51.23 19.01 26.09700536> TOTAL RAINFALL (mm)= 52.03 52.03 52.03500537> RUNOFF COEFFICIENT = .98 .37 .50200538> *** WARNING: Storage Coefficient is smaller than DT! 00539> Use a smaller DT or a larger area. 00540> 00541> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00542> CN* = 68.0 Ia = Dep. Storage (Above)00543> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00544> THAN THE STORAGE COEFFICIENT.00545> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00546> 00547> --------------------------------------------------------------------------------00548> 001:0016------------------------------------------------------------------------00549> ----------------------00550> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0000551> | 03:503Par DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000552> ---------------------- U.H. Tp(hrs)= .29000553> 00554> Unit Hyd Qpeak (cms)= .16700555> 00556> PEAK FLOW (cms)= .030 (i)00557> TIME TO PEAK (hrs)= 6.83300558> RUNOFF VOLUME (mm)= 12.32400559> TOTAL RAINFALL (mm)= 52.03500560> RUNOFF COEFFICIENT = .23700561> 00562> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00563> 00564> --------------------------------------------------------------------------------00565> 001:0017------------------------------------------------------------------------00566> ----------------------00567> | CALIB STANDHYD | Area (ha)= 1.0700568> | 04:504 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000569> ----------------------00570> IMPERVIOUS PERVIOUS (i)00571> Surface Area (ha)= .54 .5400572> Dep. Storage (mm)= .80 5.0000573> Average Slope (%)= 2.00 2.0000574> Length (m)= 84.00 40.0000575> Mannings n = .013 .15000576> 00577> Max.eff.Inten.(mm/hr)= 69.60 20.7300578> over (min) 5.00 10.0000579> Storage Coeff. (min)= 2.16 (ii) 11.91 (ii)00580> Unit Hyd. Tpeak (min)= 5.00 10.0000581> Unit Hyd. peak (cms)= .31 .1000582> *TOTALS*00583> PEAK FLOW (cms)= .10 .02 .120 (iii)00584> TIME TO PEAK (hrs)= 6.67 6.75 6.66700585> RUNOFF VOLUME (mm)= 51.23 13.28 32.258



00586> TOTAL RAINFALL (mm)= 52.03 52.03 52.03500587> RUNOFF COEFFICIENT = .98 .26 .62000588> *** WARNING: Storage Coefficient is smaller than DT! 00589> Use a smaller DT or a larger area. 00590> 00591> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00592> CN* = 68.0 Ia = Dep. Storage (Above)00593> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00594> THAN THE STORAGE COEFFICIENT.00595> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00596> 00597> --------------------------------------------------------------------------------00598> 001:0018------------------------------------------------------------------------00599> ----------------------00600> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000601> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000602> ---------------------- U.H. Tp(hrs)= .16000603> 00604> Unit Hyd Qpeak (cms)= .02600605> 00606> PEAK FLOW (cms)= .004 (i)00607> TIME TO PEAK (hrs)= 6.75000608> RUNOFF VOLUME (mm)= 12.32100609> TOTAL RAINFALL (mm)= 52.03500610> RUNOFF COEFFICIENT = .23700611> 00612> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00613> 00614> --------------------------------------------------------------------------------00615> 001:0019------------------------------------------------------------------------00616> ------------------------00617> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00618> ------------------------ (ha) (cms) (hrs) (mm) (cms)00619> ID1 01:501pipe 4.64 .317 6.75 26.28 .000 00620> +ID2 02:502 6.56 .522 6.67 26.10 .000 00621> +ID3 03:503Park 1.27 .030 6.83 12.32 .000 00622> +ID4 04:504 1.07 .120 6.67 32.26 .000 00623> +ID5 05:511 .11 .004 6.75 12.32 .000 00624> ===========================================================00625> SUM 06:501+502+50 13.65 .980 6.67 25.26 .000 00626> 00627> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00628> 00629> --------------------------------------------------------------------------------00630> 001:0020------------------------------------------------------------------------00631> ---------------------00632> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00633> | IN>06:(501+50) |00634> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00635> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00636> (cms) (ha.m.) | (cms) (ha.m.)00637> .000 .0000E+00 | .040 .6347E+0000638> .011 .3660E-01 | .043 .7482E+0000639> .019 .1137E+00 | .402 .8678E+0000640> .022 .1542E+00 | .469 .9299E+0000641> .026 .2392E+00 | .576 .1059E+0100642> .029 .2837E+00 | .623 .1126E+0100643> .032 .3768E+00 | .706 .1264E+0100644> .033 .4255E+00 | .905 .1336E+0100645> .036 .5272E+00 | 1.652 .1485E+0100646> .038 .5802E+00 | 2.682 .1640E+0100647> 00648> ROUTING RESULTS AREA QPEAK TPEAK R.V.00649> -------------------- (ha) (cms) (hrs) (mm)00650> INFLOW >06: (501+50) 13.65 .980 6.667 25.255



00651> OUTFLOW<01: (eastpo) 13.65 .027 13.067 25.25500652> 00653> PEAK FLOW REDUCTION [Qout/Qin](%)= 2.71500654> TIME SHIFT OF PEAK FLOW (min)= 384.0000655> MAXIMUM STORAGE USED (ha.m.)=.2417E+0000656> 00657> --------------------------------------------------------------------------------00658> 001:0021------------------------------------------------------------------------00659> ----------------------00660> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000661> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000662> ---------------------- U.H. Tp(hrs)= .16000663> 00664> Unit Hyd Qpeak (cms)= .11000665> 00666> PEAK FLOW (cms)= .016 (i)00667> TIME TO PEAK (hrs)= 6.75000668> RUNOFF VOLUME (mm)= 12.32400669> TOTAL RAINFALL (mm)= 52.03500670> RUNOFF COEFFICIENT = .23700671> 00672> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00673> 00674> --------------------------------------------------------------------------------00675> 001:0022------------------------------------------------------------------------00676> ----------------------00677> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000678> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000679> ---------------------- U.H. Tp(hrs)= .29000680> 00681> Unit Hyd Qpeak (cms)= .22100682> 00683> PEAK FLOW (cms)= .040 (i)00684> TIME TO PEAK (hrs)= 6.90000685> RUNOFF VOLUME (mm)= 12.32400686> TOTAL RAINFALL (mm)= 52.03500687> RUNOFF COEFFICIENT = .23700688> 00689> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00690> 00691> --------------------------------------------------------------------------------00692> 001:0023------------------------------------------------------------------------00693> ------------------------00694> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00695> ------------------------ (ha) (cms) (hrs) (mm) (cms)00696> ID1 01:eastpond 13.65 .027 13.07 25.26 .000 00697> +ID2 02:510 .46 .016 6.75 12.32 .000 00698> +ID3 03:512 1.68 .040 6.90 12.32 .000 00699> ===========================================================00700> SUM 04:eastpond+5 15.79 .074 6.85 23.50 .000 00701> 00702> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00703> 00704> --------------------------------------------------------------------------------00705> 001:0024------------------------------------------------------------------------00706> *# 25-YEAR STM EVENT 00707> ----------------------00708> | CALIB STANDHYD | Area (ha)= 4.6400709> | 06:501 DT= 5.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 23.0000710> ----------------------00711> IMPERVIOUS PERVIOUS (i)00712> Surface Area (ha)= 2.37 2.2700713> Dep. Storage (mm)= .80 5.0000714> Average Slope (%)= 2.00 2.0000715> Length (m)= 181.00 40.00

robert.deangelis

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00716> Mannings n = .013 .15000717> 00718> New rainfall entered directly by user. 00719> TIME STEP= 5.00 min # of STEPS= 20000720> DURATION =16.67 hrs TOTAL RAIN= 79.95 mm00721> 00722> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00723> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00724> .08 42.680 | 4.25 2.790 | 8.42 2.790 | 12.58 1.52000725> .17 2.030 | 4.33 2.790 | 8.50 2.790 | 12.67 1.52000726> .25 2.030 | 4.42 2.790 | 8.58 2.790 | 12.75 1.52000727> .33 2.030 | 4.50 2.790 | 8.67 2.790 | 12.83 1.52000728> .42 2.030 | 4.58 2.790 | 8.75 2.790 | 12.92 1.52000729> .50 2.030 | 4.67 2.790 | 8.83 2.790 | 13.00 1.52000730> .58 2.030 | 4.75 2.790 | 8.92 2.790 | 13.08 1.52000731> .67 2.030 | 4.83 2.790 | 9.00 2.790 | 13.17 1.52000732> .75 2.030 | 4.92 2.790 | 9.08 2.790 | 13.25 1.52000733> .83 2.030 | 5.00 2.790 | 9.17 2.790 | 13.33 1.52000734> .92 2.030 | 5.08 5.080 | 9.25 2.790 | 13.42 1.52000735> 1.00 2.030 | 5.17 5.080 | 9.33 2.790 | 13.50 1.52000736> 1.08 2.030 | 5.25 5.080 | 9.42 2.790 | 13.58 1.52000737> 1.17 2.030 | 5.33 5.080 | 9.50 2.790 | 13.67 1.52000738> 1.25 2.030 | 5.42 5.080 | 9.58 2.790 | 13.75 1.52000739> 1.33 2.030 | 5.50 5.080 | 9.67 2.790 | 13.83 1.52000740> 1.42 2.030 | 5.58 5.080 | 9.75 2.790 | 13.92 1.52000741> 1.50 2.030 | 5.67 5.080 | 9.83 2.790 | 14.00 1.52000742> 1.58 2.030 | 5.75 5.080 | 9.92 2.790 | 14.08 1.52000743> 1.67 2.030 | 5.83 5.080 | 10.00 2.790 | 14.17 1.52000744> 1.75 2.030 | 5.92 7.110 | 10.08 2.030 | 14.25 1.02000745> 1.83 2.030 | 6.00 7.110 | 10.17 2.030 | 14.33 1.02000746> 1.92 2.030 | 6.08 10.410 | 10.25 2.030 | 14.42 1.02000747> 2.00 2.030 | 6.17 10.410 | 10.33 2.030 | 14.50 1.02000748> 2.08 2.030 | 6.25 23.370 | 10.42 2.030 | 14.58 1.02000749> 2.17 2.030 | 6.33 23.370 | 10.50 2.030 | 14.67 1.02000750> 2.25 2.030 | 6.42 51.560 | 10.58 2.030 | 14.75 1.02000751> 2.33 2.030 | 6.50 51.560 | 10.67 2.030 | 14.83 1.02000752> 2.42 2.030 | 6.58 107.440 | 10.75 2.030 | 14.92 1.02000753> 2.50 2.030 | 6.67 107.440 | 10.83 2.030 | 15.00 1.02000754> 2.58 2.030 | 6.75 18.800 | 10.92 2.030 | 15.08 1.02000755> 2.67 2.030 | 6.83 18.800 | 11.00 2.030 | 15.17 1.02000756> 2.75 2.030 | 6.92 11.680 | 11.08 2.030 | 15.25 1.02000757> 2.83 2.030 | 7.00 11.680 | 11.17 2.030 | 15.33 1.02000758> 2.92 2.030 | 7.08 8.380 | 11.25 2.030 | 15.42 1.02000759> 3.00 2.030 | 7.17 8.380 | 11.33 2.030 | 15.50 1.02000760> 3.08 2.030 | 7.25 8.130 | 11.42 2.030 | 15.58 1.02000761> 3.17 2.030 | 7.33 8.130 | 11.50 2.030 | 15.67 1.02000762> 3.25 2.030 | 7.42 5.590 | 11.58 2.030 | 15.75 1.02000763> 3.33 2.030 | 7.50 5.590 | 11.67 2.030 | 15.83 1.02000764> 3.42 2.790 | 7.58 4.830 | 11.75 2.030 | 15.92 1.02000765> 3.50 2.790 | 7.67 4.830 | 11.83 2.030 | 16.00 1.02000766> 3.58 2.790 | 7.75 4.830 | 11.92 2.030 | 16.08 1.02000767> 3.67 2.790 | 7.83 4.830 | 12.00 2.030 | 16.17 1.02000768> 3.75 2.790 | 7.92 4.830 | 12.08 2.030 | 16.25 1.02000769> 3.83 2.790 | 8.00 4.830 | 12.17 2.030 | 16.33 1.02000770> 3.92 2.790 | 8.08 4.830 | 12.25 2.030 | 16.42 1.02000771> 4.00 2.790 | 8.17 4.830 | 12.33 2.030 | 16.50 1.02000772> 4.08 2.790 | 8.25 4.830 | 12.42 2.030 | 16.58 1.02000773> 4.17 2.790 | 8.33 4.830 | 12.50 2.030 | 16.67 1.02000774> 00775> Max.eff.Inten.(mm/hr)= 107.44 96.1600776> over (min) 5.00 10.0000777> Storage Coeff. (min)= 2.88 (ii) 8.16 (ii)00778> Unit Hyd. Tpeak (min)= 5.00 10.0000779> Unit Hyd. peak (cms)= .28 .1300780> *TOTALS*



00781> PEAK FLOW (cms)= .31 .42 .729 (iii)00782> TIME TO PEAK (hrs)= 6.67 6.75 6.66700783> RUNOFF VOLUME (mm)= 79.15 38.56 47.89600784> TOTAL RAINFALL (mm)= 79.95 79.95 79.94900785> RUNOFF COEFFICIENT = .99 .48 .59900786> *** WARNING: Storage Coefficient is smaller than DT! 00787> Use a smaller DT or a larger area. 00788> 00789> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00790> CN* = 68.0 Ia = Dep. Storage (Above)00791> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00792> THAN THE STORAGE COEFFICIENT.00793> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00794> 00795> --------------------------------------------------------------------------------00796> 001:0025------------------------------------------------------------------------00797> --------------------00798> | ROUTE PIPE 501pip| PIPE Number = 1.0000799> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000800> | DT= 5.0 min | Length (m)= 318.3000801> -------------------- Slope (m/m)= .0020000802> Manning n = .01300803> 00804> <------------------- TRAVEL TIME TABLE ------------------->00805> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00806> (m) (cu.m.) (cms) (m/s) min00807> .055 .556E+01 .007 .375 14.1500808> .111 .155E+02 .028 .585 9.0700809> .166 .279E+02 .066 .753 7.0500810> .221 .422E+02 .119 .895 5.9300811> .276 .579E+02 .185 1.018 5.2100812> .332 .747E+02 .264 1.126 4.7100813> .387 .922E+02 .354 1.222 4.3400814> .442 .110E+03 .452 1.305 4.0600815> .497 .129E+03 .557 1.379 3.8500816> .553 .147E+03 .666 1.442 3.6800817> .608 .165E+03 .777 1.495 3.5500818> .663 .183E+03 .887 1.539 3.4500819> .718 .201E+03 .993 1.572 3.3700820> .774 .218E+03 1.091 1.596 3.3200821> .829 .233E+03 1.179 1.608 3.3000822> .884 .248E+03 1.250 1.607 3.3000823> .939 .260E+03 1.299 1.590 3.3400824> .995 .270E+03 1.314 1.548 3.4300825> 1.050 .276E+03 1.222 1.411 3.7600826> <---- hydrograph ----> <-pipe / channel->00827> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00828> (ha) (cms) (hrs) (mm) (m) (m/s)00829> INFLOW : ID= 6:501 4.64 .729 6.67 47.896 .584 1.47200830> OUTFLOW: ID= 1:501pip 4.64 .628 6.67 47.896 .535 1.42100831> 00832> 00833> --------------------------------------------------------------------------------00834> 001:0026------------------------------------------------------------------------00835> ----------------------00836> | CALIB STANDHYD | Area (ha)= 6.5600837> | 02:502 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000838> ----------------------00839> IMPERVIOUS PERVIOUS (i)00840> Surface Area (ha)= 3.28 3.2800841> Dep. Storage (mm)= .80 5.0000842> Average Slope (%)= 2.00 2.0000843> Length (m)= 209.00 40.0000844> Mannings n = .013 .15000845>



00846> Max.eff.Inten.(mm/hr)= 107.44 95.0700847> over (min) 5.00 10.0000848> Storage Coeff. (min)= 3.14 (ii) 8.44 (ii)00849> Unit Hyd. Tpeak (min)= 5.00 10.0000850> Unit Hyd. peak (cms)= .27 .1200851> *TOTALS*00852> PEAK FLOW (cms)= .42 .60 1.006 (iii)00853> TIME TO PEAK (hrs)= 6.67 6.75 6.66700854> RUNOFF VOLUME (mm)= 79.15 38.40 47.36700855> TOTAL RAINFALL (mm)= 79.95 79.95 79.94900856> RUNOFF COEFFICIENT = .99 .48 .59200857> *** WARNING: Storage Coefficient is smaller than DT! 00858> Use a smaller DT or a larger area. 00859> 00860> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00861> CN* = 68.0 Ia = Dep. Storage (Above)00862> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00863> THAN THE STORAGE COEFFICIENT.00864> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00865> 00866> --------------------------------------------------------------------------------00867> 001:0027------------------------------------------------------------------------00868> ----------------------00869> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0000870> | 03:503Par DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000871> ---------------------- U.H. Tp(hrs)= .29000872> 00873> Unit Hyd Qpeak (cms)= .16700874> 00875> PEAK FLOW (cms)= .070 (i)00876> TIME TO PEAK (hrs)= 6.83300877> RUNOFF VOLUME (mm)= 27.64700878> TOTAL RAINFALL (mm)= 79.94900879> RUNOFF COEFFICIENT = .34600880> 00881> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00882> 00883> --------------------------------------------------------------------------------00884> 001:0028------------------------------------------------------------------------00885> ----------------------00886> | CALIB STANDHYD | Area (ha)= 1.0700887> | 04:504 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000888> ----------------------00889> IMPERVIOUS PERVIOUS (i)00890> Surface Area (ha)= .54 .5400891> Dep. Storage (mm)= .80 5.0000892> Average Slope (%)= 2.00 2.0000893> Length (m)= 84.00 40.0000894> Mannings n = .013 .15000895> 00896> Max.eff.Inten.(mm/hr)= 107.44 45.7000897> over (min) 5.00 10.0000898> Storage Coeff. (min)= 1.82 (ii) 8.92 (ii)00899> Unit Hyd. Tpeak (min)= 5.00 10.0000900> Unit Hyd. peak (cms)= .32 .1200901> *TOTALS*00902> PEAK FLOW (cms)= .16 .05 .203 (iii)00903> TIME TO PEAK (hrs)= 6.67 6.75 6.66700904> RUNOFF VOLUME (mm)= 79.15 28.88 54.01700905> TOTAL RAINFALL (mm)= 79.95 79.95 79.94900906> RUNOFF COEFFICIENT = .99 .36 .67600907> *** WARNING: Storage Coefficient is smaller than DT! 00908> Use a smaller DT or a larger area. 00909> 00910> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:



00911> CN* = 68.0 Ia = Dep. Storage (Above)00912> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00913> THAN THE STORAGE COEFFICIENT.00914> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00915> 00916> --------------------------------------------------------------------------------00917> 001:0029------------------------------------------------------------------------00918> ----------------------00919> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000920> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000921> ---------------------- U.H. Tp(hrs)= .16000922> 00923> Unit Hyd Qpeak (cms)= .02600924> 00925> PEAK FLOW (cms)= .009 (i)00926> TIME TO PEAK (hrs)= 6.75000927> RUNOFF VOLUME (mm)= 27.64500928> TOTAL RAINFALL (mm)= 79.94900929> RUNOFF COEFFICIENT = .34600930> 00931> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00932> 00933> --------------------------------------------------------------------------------00934> 001:0030------------------------------------------------------------------------00935> ------------------------00936> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00937> ------------------------ (ha) (cms) (hrs) (mm) (cms)00938> ID1 01:501pipe 4.64 .628 6.67 47.90 .000 00939> +ID2 02:502 6.56 1.006 6.67 47.37 .000 00940> +ID3 03:503Park 1.27 .070 6.83 27.65 .000 00941> +ID4 04:504 1.07 .203 6.67 54.02 .000 00942> +ID5 05:511 .11 .009 6.75 27.64 .000 00943> ===========================================================00944> SUM 06:501+502+50 13.65 1.893 6.67 46.08 .000 00945> 00946> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00947> 00948> --------------------------------------------------------------------------------00949> 001:0031------------------------------------------------------------------------00950> ---------------------00951> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00952> | IN>06:(501+50) |00953> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00954> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00955> (cms) (ha.m.) | (cms) (ha.m.)00956> .000 .0000E+00 | .040 .6347E+0000957> .011 .3660E-01 | .043 .7482E+0000958> .019 .1137E+00 | .402 .8678E+0000959> .022 .1542E+00 | .469 .9299E+0000960> .026 .2392E+00 | .576 .1059E+0100961> .029 .2837E+00 | .623 .1126E+0100962> .032 .3768E+00 | .706 .1264E+0100963> .033 .4255E+00 | .905 .1336E+0100964> .036 .5272E+00 | 1.652 .1485E+0100965> .038 .5802E+00 | 2.682 .1640E+0100966> 00967> ROUTING RESULTS AREA QPEAK TPEAK R.V.00968> -------------------- (ha) (cms) (hrs) (mm)00969> INFLOW >06: (501+50) 13.65 1.893 6.667 46.07900970> OUTFLOW<01: (eastpo) 13.65 .035 14.417 46.07800971> 00972> PEAK FLOW REDUCTION [Qout/Qin](%)= 1.85500973> TIME SHIFT OF PEAK FLOW (min)= 465.0000974> MAXIMUM STORAGE USED (ha.m.)=.4867E+0000975>



00976> --------------------------------------------------------------------------------00977> 001:0032------------------------------------------------------------------------00978> ----------------------00979> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000980> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000981> ---------------------- U.H. Tp(hrs)= .16000982> 00983> Unit Hyd Qpeak (cms)= .11000984> 00985> PEAK FLOW (cms)= .037 (i)00986> TIME TO PEAK (hrs)= 6.75000987> RUNOFF VOLUME (mm)= 27.64700988> TOTAL RAINFALL (mm)= 79.94900989> RUNOFF COEFFICIENT = .34600990> 00991> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00992> 00993> --------------------------------------------------------------------------------00994> 001:0033------------------------------------------------------------------------00995> ----------------------00996> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000997> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000998> ---------------------- U.H. Tp(hrs)= .29000999> 01000> Unit Hyd Qpeak (cms)= .22101001> 01002> PEAK FLOW (cms)= .092 (i)01003> TIME TO PEAK (hrs)= 6.88301004> RUNOFF VOLUME (mm)= 27.64701005> TOTAL RAINFALL (mm)= 79.94901006> RUNOFF COEFFICIENT = .34601007> 01008> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01009> 01010> --------------------------------------------------------------------------------01011> 001:0034------------------------------------------------------------------------01012> ------------------------01013> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01014> ------------------------ (ha) (cms) (hrs) (mm) (cms)01015> ID1 01:eastpond 13.65 .035 14.42 46.08 .000 01016> +ID2 02:510 .46 .037 6.75 27.65 .000 01017> +ID3 03:512 1.68 .092 6.88 27.65 .000 01018> ===========================================================01019> SUM 04:eastpond+5 15.79 .151 6.83 43.58 .000 01020> 01021> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01022> 01023> --------------------------------------------------------------------------------01024> 001:0035------------------------------------------------------------------------01025> *# 100-YEAR STM EVENT 01026> ----------------------01027> | CALIB STANDHYD | Area (ha)= 4.6401028> | 06:501 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0001029> ----------------------01030> IMPERVIOUS PERVIOUS (i)01031> Surface Area (ha)= 2.32 2.3201032> Dep. Storage (mm)= .80 5.0001033> Average Slope (%)= 2.00 2.0001034> Length (m)= 176.00 40.0001035> Mannings n = .013 .15001036> 01037> New rainfall entered directly by user. 01038> TIME STEP= 5.00 min # of STEPS= 20001039> DURATION =16.67 hrs TOTAL RAIN= 93.48 mm01040>

robert.deangelis

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01041> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01042> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01043> .08 53.090 | 4.25 3.300 | 8.42 3.300 | 12.58 1.78001044> .17 2.290 | 4.33 3.300 | 8.50 3.300 | 12.67 1.78001045> .25 2.290 | 4.42 3.300 | 8.58 3.300 | 12.75 1.78001046> .33 2.290 | 4.50 3.300 | 8.67 3.300 | 12.83 1.78001047> .42 2.290 | 4.58 3.300 | 8.75 3.300 | 12.92 1.78001048> .50 2.290 | 4.67 3.300 | 8.83 3.300 | 13.00 1.78001049> .58 2.290 | 4.75 3.300 | 8.92 3.300 | 13.08 1.78001050> .67 2.290 | 4.83 3.300 | 9.00 3.300 | 13.17 1.78001051> .75 2.290 | 4.92 3.300 | 9.08 3.300 | 13.25 1.78001052> .83 2.290 | 5.00 3.300 | 9.17 3.300 | 13.33 1.78001053> .92 2.290 | 5.08 6.100 | 9.25 3.300 | 13.42 1.78001054> 1.00 2.290 | 5.17 6.100 | 9.33 3.300 | 13.50 1.78001055> 1.08 2.290 | 5.25 6.100 | 9.42 3.300 | 13.58 1.78001056> 1.17 2.290 | 5.33 6.100 | 9.50 3.300 | 13.67 1.78001057> 1.25 2.290 | 5.42 6.100 | 9.58 3.300 | 13.75 1.78001058> 1.33 2.290 | 5.50 6.100 | 9.67 3.300 | 13.83 1.78001059> 1.42 2.290 | 5.58 6.100 | 9.75 3.300 | 13.92 1.78001060> 1.50 2.290 | 5.67 6.100 | 9.83 3.300 | 14.00 1.78001061> 1.58 2.290 | 5.75 6.100 | 9.92 3.300 | 14.08 1.78001062> 1.67 2.290 | 5.83 6.100 | 10.00 3.300 | 14.17 1.78001063> 1.75 2.290 | 5.92 8.130 | 10.08 2.290 | 14.25 1.27001064> 1.83 2.290 | 6.00 8.130 | 10.17 2.290 | 14.33 1.27001065> 1.92 2.290 | 6.08 11.940 | 10.25 2.290 | 14.42 1.27001066> 2.00 2.290 | 6.17 11.940 | 10.33 2.290 | 14.50 1.27001067> 2.08 2.290 | 6.25 27.430 | 10.42 2.290 | 14.58 1.27001068> 2.17 2.290 | 6.33 27.430 | 10.50 2.290 | 14.67 1.27001069> 2.25 2.290 | 6.42 59.940 | 10.58 2.290 | 14.75 1.27001070> 2.33 2.290 | 6.50 59.940 | 10.67 2.290 | 14.83 1.27001071> 2.42 2.290 | 6.58 125.480 | 10.75 2.290 | 14.92 1.27001072> 2.50 2.290 | 6.67 125.480 | 10.83 2.290 | 15.00 1.27001073> 2.58 2.290 | 6.75 21.480 | 10.92 2.290 | 15.08 1.27001074> 2.67 2.290 | 6.83 21.480 | 11.00 2.290 | 15.17 1.27001075> 2.75 2.290 | 6.92 13.720 | 11.08 2.290 | 15.25 1.27001076> 2.83 2.290 | 7.00 13.720 | 11.17 2.290 | 15.33 1.27001077> 2.92 2.290 | 7.08 9.910 | 11.25 2.290 | 15.42 1.27001078> 3.00 2.290 | 7.17 9.910 | 11.33 2.290 | 15.50 1.27001079> 3.08 2.290 | 7.25 9.400 | 11.42 2.290 | 15.58 1.27001080> 3.17 2.290 | 7.33 9.400 | 11.50 2.290 | 15.67 1.27001081> 3.25 2.290 | 7.42 6.600 | 11.58 2.290 | 15.75 1.27001082> 3.33 2.290 | 7.50 6.600 | 11.67 2.290 | 15.83 1.27001083> 3.42 3.300 | 7.58 5.590 | 11.75 2.290 | 15.92 1.27001084> 3.50 3.300 | 7.67 5.590 | 11.83 2.290 | 16.00 1.27001085> 3.58 3.300 | 7.75 5.590 | 11.92 2.290 | 16.08 1.27001086> 3.67 3.300 | 7.83 5.590 | 12.00 2.290 | 16.17 1.27001087> 3.75 3.300 | 7.92 5.590 | 12.08 2.290 | 16.25 1.27001088> 3.83 3.300 | 8.00 5.590 | 12.17 2.290 | 16.33 1.27001089> 3.92 3.300 | 8.08 5.590 | 12.25 2.290 | 16.42 1.27001090> 4.00 3.300 | 8.17 5.590 | 12.33 2.290 | 16.50 1.27001091> 4.08 3.300 | 8.25 5.590 | 12.42 2.290 | 16.58 1.27001092> 4.17 3.300 | 8.33 5.590 | 12.50 2.290 | 16.67 1.27001093> 01094> Max.eff.Inten.(mm/hr)= 125.48 124.6801095> over (min) 5.00 5.0001096> Storage Coeff. (min)= 2.66 (ii) 7.42 (ii)01097> Unit Hyd. Tpeak (min)= 5.00 5.0001098> Unit Hyd. peak (cms)= .29 .1701099> *TOTALS*01100> PEAK FLOW (cms)= .37 .64 1.007 (iii)01101> TIME TO PEAK (hrs)= 6.67 6.67 6.66701102> RUNOFF VOLUME (mm)= 92.68 48.51 58.66701103> TOTAL RAINFALL (mm)= 93.48 93.48 93.48001104> RUNOFF COEFFICIENT = .99 .52 .62801105> *** WARNING: Storage Coefficient is smaller than DT!



01106> Use a smaller DT or a larger area. 01107> 01108> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01109> CN* = 68.0 Ia = Dep. Storage (Above)01110> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01111> THAN THE STORAGE COEFFICIENT.01112> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01113> 01114> --------------------------------------------------------------------------------01115> 001:0036------------------------------------------------------------------------01116> --------------------01117> | ROUTE PIPE 501pip| PIPE Number = 1.0001118> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0001119> | DT= 5.0 min | Length (m)= 318.3001120> -------------------- Slope (m/m)= .0020001121> Manning n = .01301122> 01123> <------------------- TRAVEL TIME TABLE ------------------->01124> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 01125> (m) (cu.m.) (cms) (m/s) min01126> .055 .556E+01 .007 .375 14.1501127> .111 .155E+02 .028 .585 9.0701128> .166 .279E+02 .066 .753 7.0501129> .221 .422E+02 .119 .895 5.9301130> .276 .579E+02 .185 1.018 5.2101131> .332 .747E+02 .264 1.126 4.7101132> .387 .922E+02 .354 1.222 4.3401133> .442 .110E+03 .452 1.305 4.0601134> .497 .129E+03 .557 1.379 3.8501135> .553 .147E+03 .666 1.442 3.6801136> .608 .165E+03 .777 1.495 3.5501137> .663 .183E+03 .887 1.539 3.4501138> .718 .201E+03 .993 1.572 3.3701139> .774 .218E+03 1.091 1.596 3.3201140> .829 .233E+03 1.179 1.608 3.3001141> .884 .248E+03 1.250 1.607 3.3001142> .939 .260E+03 1.299 1.590 3.3401143> .995 .270E+03 1.314 1.548 3.4301144> 1.050 .276E+03 1.222 1.411 3.7601145> <---- hydrograph ----> <-pipe / channel->01146> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL01147> (ha) (cms) (hrs) (mm) (m) (m/s)01148> INFLOW : ID= 6:501 4.64 1.007 6.67 58.667 .726 1.57601149> OUTFLOW: ID= 1:501pip 4.64 .915 6.67 58.667 .677 1.54701150> 01151> 01152> --------------------------------------------------------------------------------01153> 001:0037------------------------------------------------------------------------01154> ----------------------01155> | CALIB STANDHYD | Area (ha)= 6.5601156> | 02:502 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0001157> ----------------------01158> IMPERVIOUS PERVIOUS (i)01159> Surface Area (ha)= 3.28 3.2801160> Dep. Storage (mm)= .80 5.0001161> Average Slope (%)= 2.00 2.0001162> Length (m)= 209.00 40.0001163> Mannings n = .013 .15001164> 01165> Max.eff.Inten.(mm/hr)= 125.48 120.7501166> over (min) 5.00 10.0001167> Storage Coeff. (min)= 2.95 (ii) 7.77 (ii)01168> Unit Hyd. Tpeak (min)= 5.00 10.0001169> Unit Hyd. peak (cms)= .28 .1301170> *TOTALS*



01171> PEAK FLOW (cms)= .49 .77 1.266 (iii)01172> TIME TO PEAK (hrs)= 6.67 6.75 6.66701173> RUNOFF VOLUME (mm)= 92.68 48.83 58.47701174> TOTAL RAINFALL (mm)= 93.48 93.48 93.48001175> RUNOFF COEFFICIENT = .99 .52 .62601176> *** WARNING: Storage Coefficient is smaller than DT! 01177> Use a smaller DT or a larger area. 01178> 01179> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01180> CN* = 68.0 Ia = Dep. Storage (Above)01181> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01182> THAN THE STORAGE COEFFICIENT.01183> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01184> 01185> --------------------------------------------------------------------------------01186> 001:0038------------------------------------------------------------------------01187> ----------------------01188> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0001189> | 03:503Par DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001190> ---------------------- U.H. Tp(hrs)= .29001191> 01192> Unit Hyd Qpeak (cms)= .16701193> 01194> PEAK FLOW (cms)= .092 (i)01195> TIME TO PEAK (hrs)= 6.83301196> RUNOFF VOLUME (mm)= 36.30301197> TOTAL RAINFALL (mm)= 93.48001198> RUNOFF COEFFICIENT = .38801199> 01200> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01201> 01202> --------------------------------------------------------------------------------01203> 001:0039------------------------------------------------------------------------01204> ----------------------01205> | CALIB STANDHYD | Area (ha)= 1.0701206> | 04:504 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0001207> ----------------------01208> IMPERVIOUS PERVIOUS (i)01209> Surface Area (ha)= .54 .5401210> Dep. Storage (mm)= .80 5.0001211> Average Slope (%)= 2.00 2.0001212> Length (m)= 84.00 40.0001213> Mannings n = .013 .15001214> 01215> Max.eff.Inten.(mm/hr)= 125.48 59.6401216> over (min) 5.00 10.0001217> Storage Coeff. (min)= 1.71 (ii) 8.09 (ii)01218> Unit Hyd. Tpeak (min)= 5.00 10.0001219> Unit Hyd. peak (cms)= .32 .1301220> *TOTALS*01221> PEAK FLOW (cms)= .19 .06 .246 (iii)01222> TIME TO PEAK (hrs)= 6.67 6.75 6.66701223> RUNOFF VOLUME (mm)= 92.68 37.64 65.15801224> TOTAL RAINFALL (mm)= 93.48 93.48 93.48001225> RUNOFF COEFFICIENT = .99 .40 .69701226> *** WARNING: Storage Coefficient is smaller than DT! 01227> Use a smaller DT or a larger area. 01228> 01229> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01230> CN* = 68.0 Ia = Dep. Storage (Above)01231> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01232> THAN THE STORAGE COEFFICIENT.01233> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01234> 01235> --------------------------------------------------------------------------------



01236> 001:0040------------------------------------------------------------------------01237> ----------------------01238> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0001239> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001240> ---------------------- U.H. Tp(hrs)= .16001241> 01242> Unit Hyd Qpeak (cms)= .02601243> 01244> PEAK FLOW (cms)= .012 (i)01245> TIME TO PEAK (hrs)= 6.75001246> RUNOFF VOLUME (mm)= 36.30001247> TOTAL RAINFALL (mm)= 93.48001248> RUNOFF COEFFICIENT = .38801249> 01250> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01251> 01252> --------------------------------------------------------------------------------01253> 001:0041------------------------------------------------------------------------01254> ------------------------01255> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01256> ------------------------ (ha) (cms) (hrs) (mm) (cms)01257> ID1 01:501pipe 4.64 .915 6.67 58.67 .000 01258> +ID2 02:502 6.56 1.266 6.67 58.48 .000 01259> +ID3 03:503Park 1.27 .092 6.83 36.30 .000 01260> +ID4 04:504 1.07 .246 6.67 65.16 .000 01261> +ID5 05:511 .11 .012 6.75 36.30 .000 01262> ===========================================================01263> SUM 06:501+502+50 13.65 2.502 6.67 56.83 .000 01264> 01265> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01266> 01267> --------------------------------------------------------------------------------01268> 001:0042------------------------------------------------------------------------01269> ---------------------01270> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.01271> | IN>06:(501+50) |01272> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========01273> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01274> (cms) (ha.m.) | (cms) (ha.m.)01275> .000 .0000E+00 | .040 .6347E+0001276> .011 .3660E-01 | .043 .7482E+0001277> .019 .1137E+00 | .402 .8678E+0001278> .022 .1542E+00 | .469 .9299E+0001279> .026 .2392E+00 | .576 .1059E+0101280> .029 .2837E+00 | .623 .1126E+0101281> .032 .3768E+00 | .706 .1264E+0101282> .033 .4255E+00 | .905 .1336E+0101283> .036 .5272E+00 | 1.652 .1485E+0101284> .038 .5802E+00 | 2.682 .1640E+0101285> 01286> ROUTING RESULTS AREA QPEAK TPEAK R.V.01287> -------------------- (ha) (cms) (hrs) (mm)01288> INFLOW >06: (501+50) 13.65 2.502 6.667 56.83101289> OUTFLOW<01: (eastpo) 13.65 .039 16.667 56.83001290> 01291> PEAK FLOW REDUCTION [Qout/Qin](%)= 1.55501292> TIME SHIFT OF PEAK FLOW (min)= 600.0001293> MAXIMUM STORAGE USED (ha.m.)=.6128E+0001294> 01295> --------------------------------------------------------------------------------01296> 001:0043------------------------------------------------------------------------01297> ----------------------01298> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0001299> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001300> ---------------------- U.H. Tp(hrs)= .160



01301> 01302> Unit Hyd Qpeak (cms)= .11001303> 01304> PEAK FLOW (cms)= .048 (i)01305> TIME TO PEAK (hrs)= 6.75001306> RUNOFF VOLUME (mm)= 36.30201307> TOTAL RAINFALL (mm)= 93.48001308> RUNOFF COEFFICIENT = .38801309> 01310> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01311> 01312> --------------------------------------------------------------------------------01313> 001:0044------------------------------------------------------------------------01314> ----------------------01315> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0001316> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001317> ---------------------- U.H. Tp(hrs)= .29001318> 01319> Unit Hyd Qpeak (cms)= .22101320> 01321> PEAK FLOW (cms)= .122 (i)01322> TIME TO PEAK (hrs)= 6.88301323> RUNOFF VOLUME (mm)= 36.30301324> TOTAL RAINFALL (mm)= 93.48001325> RUNOFF COEFFICIENT = .38801326> 01327> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01328> 01329> --------------------------------------------------------------------------------01330> 001:0045------------------------------------------------------------------------01331> ------------------------01332> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01333> ------------------------ (ha) (cms) (hrs) (mm) (cms)01334> ID1 01:eastpond 13.65 .039 16.67 56.83 .000 01335> +ID2 02:510 .46 .048 6.75 36.30 .000 01336> +ID3 03:512 1.68 .122 6.88 36.30 .000 01337> ===========================================================01338> SUM 04:eastpond+5 15.79 .193 6.83 54.05 .000 01339> 01340> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01341> 01342> --------------------------------------------------------------------------------01343> 001:0046------------------------------------------------------------------------01344> FINISH01345> --------------------------------------------------------------------------------01346> ********************************************************************************01347> WARNINGS / ERRORS / NOTES01348> -------------------------01349> 001:0002 CALIB STANDHYD 01350> *** WARNING: Storage Coefficient is smaller than DT! 01351> Use a smaller DT or a larger area. 01352> 001:0004 CALIB STANDHYD 01353> *** WARNING: Storage Coefficient is smaller than DT! 01354> Use a smaller DT or a larger area. 01355> 001:0006 CALIB STANDHYD 01356> *** WARNING: Storage Coefficient is smaller than DT! 01357> Use a smaller DT or a larger area. 01358> 001:0013 CALIB STANDHYD 01359> *** WARNING: Storage Coefficient is smaller than DT! 01360> Use a smaller DT or a larger area. 01361> 001:0015 CALIB STANDHYD 01362> *** WARNING: Storage Coefficient is smaller than DT! 01363> Use a smaller DT or a larger area. 01364> 001:0017 CALIB STANDHYD 01365> *** WARNING: Storage Coefficient is smaller than DT!



01366> Use a smaller DT or a larger area. 01367> 001:0024 CALIB STANDHYD 01368> *** WARNING: Storage Coefficient is smaller than DT! 01369> Use a smaller DT or a larger area. 01370> 001:0026 CALIB STANDHYD 01371> *** WARNING: Storage Coefficient is smaller than DT! 01372> Use a smaller DT or a larger area. 01373> 001:0028 CALIB STANDHYD 01374> *** WARNING: Storage Coefficient is smaller than DT! 01375> Use a smaller DT or a larger area. 01376> 001:0035 CALIB STANDHYD 01377> *** WARNING: Storage Coefficient is smaller than DT! 01378> Use a smaller DT or a larger area. 01379> 001:0037 CALIB STANDHYD 01380> *** WARNING: Storage Coefficient is smaller than DT! 01381> Use a smaller DT or a larger area. 01382> 001:0039 CALIB STANDHYD 01383> *** WARNING: Storage Coefficient is smaller than DT! 01384> Use a smaller DT or a larger area. 01385> Simulation ended on 2017-05-15 at 14:52:5001386> ================================================================================01387> 01388>



41


East Pond Chicago Storm Events

Condeland Engineering Limited 2-100 Year Storm EventsPage 1

00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 437754900009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: Condeland Engineering Limited +++++++++00025> +++++++++ in any City SERIAL#:4377549 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2017-05-15 TIME: 17:56:39 RUN COUNTER: 000872 *00039> *******************************************************************************00040> * Input filename: X:\Projects\15010\POSTDE~1\chestpst.dat *00041> * Output filename: X:\Projects\15010\POSTDE~1\chestpst.out *00042> * Summary filename: X:\Projects\15010\POSTDE~1\chestpst.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [EDEN OAK (MCNABB) INC.] Project Number: [15-010] 00053> *# Date : 09-20-2015 00054> *# Modeller : [Robert De Angelis, P. Eng.] 00055> *# Company : Condeland Engineering Limited 00056> *# License # : 4377549 00057> *#******************************************************************************00058> --------------------00059> | START | Project dir.: X:\Projects\15010\POSTDE~1\ 00060> -------------------- Rainfall dir.: X:\Projects\15010\POSTDE~1\ 00061> TZERO = .00 hrs on 000062> METOUT= 2 (output = METRIC) 00063> NRUN = 00100064> NSTORM= 000065> --------------------------------------------------------------------------------



00066> 001:0002------------------------------------------------------------------------00067> *# DISCRITIZING THE 4 HOUR DURATION - VARIOUS CHICAGO STORM EVENTS 00068> *# 2-YEAR STM EVENT 00069> --------------------00070> | CHICAGO STORM | IDF curve parameters: A= 807.44000071> | Ptotal= 33.76 mm | B= 6.75000072> -------------------- C= .82800073> used in: INTENSITY = A / (t + B)^C00074> 00075> Duration of storm = 4.00 hrs00076> Storm time step = 5.00 min00077> Time to peak ratio = .4700078> 00079> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00080> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00081> .08 1.684 | 1.08 3.578 | 2.08 21.585 | 3.08 2.87900082> .17 1.757 | 1.17 3.975 | 2.17 14.067 | 3.17 2.69400083> .25 1.839 | 1.25 4.477 | 2.25 10.354 | 3.25 2.53300084> .33 1.929 | 1.33 5.132 | 2.33 8.174 | 3.33 2.39100085> .42 2.029 | 1.42 6.022 | 2.42 6.752 | 3.42 2.26500086> .50 2.141 | 1.50 7.297 | 2.50 5.755 | 3.50 2.15200087> .58 2.267 | 1.58 9.264 | 2.58 5.019 | 3.58 2.05100088> .67 2.411 | 1.67 12.658 | 2.67 4.454 | 3.67 1.96000089> .75 2.575 | 1.75 19.710 | 2.75 4.007 | 3.75 1.87700090> .83 2.766 | 1.83 41.150 | 2.83 3.645 | 3.83 1.80100091> .92 2.990 | 1.92 104.983 | 2.92 3.346 | 3.92 1.73200092> 1.00 3.256 | 2.00 42.957 | 3.00 3.094 | 4.00 1.66800093> 00094> --------------------------------------------------------------------------------00095> 001:0003------------------------------------------------------------------------00096> ----------------------00097> | CALIB STANDHYD | Area (ha)= 4.6400098> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0000099> ----------------------00100> IMPERVIOUS PERVIOUS (i)00101> Surface Area (ha)= 2.32 2.3200102> Dep. Storage (mm)= .80 5.0000103> Average Slope (%)= 2.00 2.0000104> Length (m)= 176.00 40.0000105> Mannings n = .013 .15000106> 00107> Max.eff.Inten.(mm/hr)= 104.98 31.1100108> over (min) 3.00 11.0000109> Storage Coeff. (min)= 2.86 (ii) 11.14 (ii)00110> Unit Hyd. Tpeak (min)= 3.00 11.0000111> Unit Hyd. peak (cms)= .39 .1000112> *TOTALS*00113> PEAK FLOW (cms)= .26 .12 .310 (iii)00114> TIME TO PEAK (hrs)= 1.93 2.08 1.93300115> RUNOFF VOLUME (mm)= 32.96 8.61 14.21000116> TOTAL RAINFALL (mm)= 33.76 33.76 33.75800117> RUNOFF COEFFICIENT = .98 .26 .42100118> 00119> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00120> CN* = 68.0 Ia = Dep. Storage (Above)00121> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00122> THAN THE STORAGE COEFFICIENT.00123> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00124> 00125> --------------------------------------------------------------------------------00126> 001:0004------------------------------------------------------------------------00127> --------------------00128> | ROUTE PIPE 501pip| PIPE Number = 1.0000129> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000130> | DT= 1.0 min | Length (m)= 318.30

robert.deangelis

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00131> -------------------- Slope (m/m)= .0020000132> Manning n = .01300133> 00134> <------------------- TRAVEL TIME TABLE ------------------->00135> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00136> (m) (cu.m.) (cms) (m/s) min00137> .055 .556E+01 .007 .375 14.1500138> .111 .155E+02 .028 .585 9.0700139> .166 .279E+02 .066 .753 7.0500140> .221 .422E+02 .119 .895 5.9300141> .276 .579E+02 .185 1.018 5.2100142> .332 .747E+02 .264 1.126 4.7100143> .387 .922E+02 .354 1.222 4.3400144> .442 .110E+03 .452 1.305 4.0600145> .497 .129E+03 .557 1.379 3.8500146> .553 .147E+03 .666 1.442 3.6800147> .608 .165E+03 .777 1.495 3.5500148> .663 .183E+03 .887 1.539 3.4500149> .718 .201E+03 .993 1.572 3.3700150> .774 .218E+03 1.091 1.596 3.3200151> .829 .233E+03 1.179 1.608 3.3000152> .884 .248E+03 1.250 1.607 3.3000153> .939 .260E+03 1.299 1.590 3.3400154> .995 .270E+03 1.314 1.548 3.4300155> 1.050 .276E+03 1.222 1.411 3.7600156> <---- hydrograph ----> <-pipe / channel->00157> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00158> (ha) (cms) (hrs) (mm) (m) (m/s)00159> INFLOW : ID= 6:501 4.64 .310 1.93 14.210 .360 1.17300160> OUTFLOW: ID= 1:501pip 4.64 .246 2.02 14.210 .319 1.10000161> 00162> 00163> --------------------------------------------------------------------------------00164> 001:0005------------------------------------------------------------------------00165> ----------------------00166> | CALIB STANDHYD | Area (ha)= 6.5600167> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000168> ----------------------00169> IMPERVIOUS PERVIOUS (i)00170> Surface Area (ha)= 3.28 3.2800171> Dep. Storage (mm)= .80 5.0000172> Average Slope (%)= 2.00 2.0000173> Length (m)= 209.00 40.0000174> Mannings n = .013 .15000175> 00176> Max.eff.Inten.(mm/hr)= 104.98 31.9000177> over (min) 3.00 11.0000178> Storage Coeff. (min)= 3.17 (ii) 11.37 (ii)00179> Unit Hyd. Tpeak (min)= 3.00 11.0000180> Unit Hyd. peak (cms)= .36 .1000181> *TOTALS*00182> PEAK FLOW (cms)= .34 .18 .415 (iii)00183> TIME TO PEAK (hrs)= 1.93 2.08 1.93300184> RUNOFF VOLUME (mm)= 32.96 8.71 14.04500185> TOTAL RAINFALL (mm)= 33.76 33.76 33.75800186> RUNOFF COEFFICIENT = .98 .26 .41600187> 00188> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00189> CN* = 68.0 Ia = Dep. Storage (Above)00190> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00191> THAN THE STORAGE COEFFICIENT.00192> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00193> 00194> --------------------------------------------------------------------------------00195> 001:0006------------------------------------------------------------------------



00196> ----------------------00197> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0000198> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000199> ---------------------- U.H. Tp(hrs)= .29000200> 00201> Unit Hyd Qpeak (cms)= .16700202> 00203> PEAK FLOW (cms)= .017 (i)00204> TIME TO PEAK (hrs)= 2.28300205> RUNOFF VOLUME (mm)= 4.89400206> TOTAL RAINFALL (mm)= 33.75800207> RUNOFF COEFFICIENT = .14500208> 00209> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00210> 00211> --------------------------------------------------------------------------------00212> 001:0007------------------------------------------------------------------------00213> ----------------------00214> | CALIB STANDHYD | Area (ha)= 1.0700215> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000216> ----------------------00217> IMPERVIOUS PERVIOUS (i)00218> Surface Area (ha)= .54 .5400219> Dep. Storage (mm)= .80 5.0000220> Average Slope (%)= 2.00 2.0000221> Length (m)= 84.00 40.0000222> Mannings n = .013 .15000223> 00224> Max.eff.Inten.(mm/hr)= 104.98 11.3300225> over (min) 2.00 14.0000226> Storage Coeff. (min)= 1.83 (ii) 14.25 (ii)00227> Unit Hyd. Tpeak (min)= 2.00 14.0000228> Unit Hyd. peak (cms)= .59 .0800229> *TOTALS*00230> PEAK FLOW (cms)= .15 .01 .149 (iii)00231> TIME TO PEAK (hrs)= 1.92 2.17 1.91700232> RUNOFF VOLUME (mm)= 32.96 5.58 19.26800233> TOTAL RAINFALL (mm)= 33.76 33.76 33.75800234> RUNOFF COEFFICIENT = .98 .17 .57100235> 00236> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00237> CN* = 68.0 Ia = Dep. Storage (Above)00238> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00239> THAN THE STORAGE COEFFICIENT.00240> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00241> 00242> --------------------------------------------------------------------------------00243> 001:0008------------------------------------------------------------------------00244> ----------------------00245> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000246> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000247> ---------------------- U.H. Tp(hrs)= .16000248> 00249> Unit Hyd Qpeak (cms)= .02600250> 00251> PEAK FLOW (cms)= .002 (i)00252> TIME TO PEAK (hrs)= 2.11700253> RUNOFF VOLUME (mm)= 4.89100254> TOTAL RAINFALL (mm)= 33.75800255> RUNOFF COEFFICIENT = .14500256> 00257> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00258> 00259> --------------------------------------------------------------------------------00260> 001:0009------------------------------------------------------------------------



00261> ------------------------00262> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00263> ------------------------ (ha) (cms) (hrs) (mm) (cms)00264> ID1 01:501pipe 4.64 .246 2.02 14.21 .000 00265> +ID2 02:502 6.56 .415 1.93 14.04 .000 00266> +ID3 03:503Park 1.27 .017 2.28 4.89 .000 00267> +ID4 04:504 1.07 .149 1.92 19.27 .000 00268> +ID5 05:511 .11 .002 2.12 4.89 .000 00269> ===========================================================00270> SUM 06:501+502+50 13.65 .771 1.93 13.59 .000 00271> 00272> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00273> 00274> --------------------------------------------------------------------------------00275> 001:0010------------------------------------------------------------------------00276> ---------------------00277> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00278> | IN>06:(501+50) |00279> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00280> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00281> (cms) (ha.m.) | (cms) (ha.m.)00282> .000 .0000E+00 | .040 .6347E+0000283> .011 .3660E-01 | .043 .7482E+0000284> .019 .1137E+00 | .402 .8678E+0000285> .022 .1542E+00 | .469 .9299E+0000286> .026 .2392E+00 | .576 .1059E+0100287> .029 .2837E+00 | .623 .1126E+0100288> .032 .3768E+00 | .706 .1264E+0100289> .033 .4255E+00 | .905 .1336E+0100290> .036 .5272E+00 | 1.652 .1485E+0100291> .038 .5802E+00 | 2.682 .1640E+0100292> 00293> ROUTING RESULTS AREA QPEAK TPEAK R.V.00294> -------------------- (ha) (cms) (hrs) (mm)00295> INFLOW >06: (501+50) 13.65 .771 1.933 13.58500296> OUTFLOW<01: (eastpo) 13.65 .023 4.167 13.58500297> 00298> PEAK FLOW REDUCTION [Qout/Qin](%)= 2.92800299> TIME SHIFT OF PEAK FLOW (min)= 134.0000300> MAXIMUM STORAGE USED (ha.m.)=.1653E+0000301> 00302> --------------------------------------------------------------------------------00303> 001:0011------------------------------------------------------------------------00304> ----------------------00305> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000306> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000307> ---------------------- U.H. Tp(hrs)= .16000308> 00309> Unit Hyd Qpeak (cms)= .11000310> 00311> PEAK FLOW (cms)= .009 (i)00312> TIME TO PEAK (hrs)= 2.11700313> RUNOFF VOLUME (mm)= 4.89400314> TOTAL RAINFALL (mm)= 33.75800315> RUNOFF COEFFICIENT = .14500316> 00317> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00318> 00319> --------------------------------------------------------------------------------00320> 001:0012------------------------------------------------------------------------00321> ----------------------00322> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000323> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000324> ---------------------- U.H. Tp(hrs)= .29000325>



00326> Unit Hyd Qpeak (cms)= .22100327> 00328> PEAK FLOW (cms)= .023 (i)00329> TIME TO PEAK (hrs)= 2.28300330> RUNOFF VOLUME (mm)= 4.89400331> TOTAL RAINFALL (mm)= 33.75800332> RUNOFF COEFFICIENT = .14500333> 00334> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00335> 00336> --------------------------------------------------------------------------------00337> 001:0013------------------------------------------------------------------------00338> ------------------------00339> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00340> ------------------------ (ha) (cms) (hrs) (mm) (cms)00341> ID1 01:eastpond 13.65 .023 4.17 13.58 .000 00342> +ID2 02:510 .46 .009 2.12 4.89 .000 00343> +ID3 03:512 1.68 .023 2.28 4.89 .000 00344> ===========================================================00345> SUM 04:eastpond+5 15.79 .049 2.27 12.41 .000 00346> 00347> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00348> 00349> --------------------------------------------------------------------------------00350> 001:0014------------------------------------------------------------------------00351> *# 5-YEAR STM EVENT 00352> --------------------00353> | CHICAGO STORM | IDF curve parameters: A=1135.40000354> | Ptotal= 44.08 mm | B= 7.50000355> -------------------- C= .84100356> used in: INTENSITY = A / (t + B)^C00357> 00358> Duration of storm = 4.00 hrs00359> Storm time step = 5.00 min00360> Time to peak ratio = .4700361> 00362> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00363> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00364> .08 2.085 | 1.08 4.556 | 2.08 28.981 | 3.08 3.63600365> .17 2.180 | 1.17 5.083 | 2.17 18.761 | 3.17 3.39400366> .25 2.284 | 1.25 5.752 | 2.25 13.701 | 3.25 3.18300367> .33 2.400 | 1.33 6.629 | 2.33 10.737 | 3.33 2.99800368> .42 2.529 | 1.42 7.825 | 2.42 8.810 | 3.42 2.83400369> .50 2.674 | 1.50 9.548 | 2.50 7.465 | 3.50 2.68900370> .58 2.838 | 1.58 12.218 | 2.58 6.477 | 3.58 2.55800371> .67 3.024 | 1.67 16.841 | 2.67 5.721 | 3.67 2.44000372> .75 3.239 | 1.75 26.437 | 2.75 5.126 | 3.75 2.33300373> .83 3.488 | 1.83 55.079 | 2.83 4.646 | 3.83 2.23600374> .92 3.781 | 1.92 135.721 | 2.92 4.250 | 3.92 2.14700375> 1.00 4.131 | 2.00 57.476 | 3.00 3.918 | 4.00 2.06500376> 00377> --------------------------------------------------------------------------------00378> 001:0015------------------------------------------------------------------------00379> ----------------------00380> | CALIB STANDHYD | Area (ha)= 4.6400381> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0000382> ----------------------00383> IMPERVIOUS PERVIOUS (i)00384> Surface Area (ha)= 2.32 2.3200385> Dep. Storage (mm)= .80 5.0000386> Average Slope (%)= 2.00 2.0000387> Length (m)= 176.00 40.0000388> Mannings n = .013 .15000389> 00390> Max.eff.Inten.(mm/hr)= 135.72 55.99

robert.deangelis

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00391> over (min) 3.00 9.0000392> Storage Coeff. (min)= 2.58 (ii) 9.13 (ii)00393> Unit Hyd. Tpeak (min)= 3.00 9.0000394> Unit Hyd. peak (cms)= .41 .1200395> *TOTALS*00396> PEAK FLOW (cms)= .34 .23 .464 (iii)00397> TIME TO PEAK (hrs)= 1.93 2.05 1.93300398> RUNOFF VOLUME (mm)= 43.28 14.07 20.79100399> TOTAL RAINFALL (mm)= 44.08 44.08 44.07700400> RUNOFF COEFFICIENT = .98 .32 .47200401> 00402> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00403> CN* = 68.0 Ia = Dep. Storage (Above)00404> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00405> THAN THE STORAGE COEFFICIENT.00406> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00407> 00408> --------------------------------------------------------------------------------00409> 001:0016------------------------------------------------------------------------00410> --------------------00411> | ROUTE PIPE 501pip| PIPE Number = 1.0000412> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000413> | DT= 1.0 min | Length (m)= 318.3000414> -------------------- Slope (m/m)= .0020000415> Manning n = .01300416> 00417> <------------------- TRAVEL TIME TABLE ------------------->00418> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00419> (m) (cu.m.) (cms) (m/s) min00420> .055 .556E+01 .007 .375 14.1500421> .111 .155E+02 .028 .585 9.0700422> .166 .279E+02 .066 .753 7.0500423> .221 .422E+02 .119 .895 5.9300424> .276 .579E+02 .185 1.018 5.2100425> .332 .747E+02 .264 1.126 4.7100426> .387 .922E+02 .354 1.222 4.3400427> .442 .110E+03 .452 1.305 4.0600428> .497 .129E+03 .557 1.379 3.8500429> .553 .147E+03 .666 1.442 3.6800430> .608 .165E+03 .777 1.495 3.5500431> .663 .183E+03 .887 1.539 3.4500432> .718 .201E+03 .993 1.572 3.3700433> .774 .218E+03 1.091 1.596 3.3200434> .829 .233E+03 1.179 1.608 3.3000435> .884 .248E+03 1.250 1.607 3.3000436> .939 .260E+03 1.299 1.590 3.3400437> .995 .270E+03 1.314 1.548 3.4300438> 1.050 .276E+03 1.222 1.411 3.7600439> <---- hydrograph ----> <-pipe / channel->00440> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00441> (ha) (cms) (hrs) (mm) (m) (m/s)00442> INFLOW : ID= 6:501 4.64 .464 1.93 20.791 .448 1.31400443> OUTFLOW: ID= 1:501pip 4.64 .396 2.02 20.791 .408 1.25300444> 00445> 00446> --------------------------------------------------------------------------------00447> 001:0017------------------------------------------------------------------------00448> ----------------------00449> | CALIB STANDHYD | Area (ha)= 6.5600450> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000451> ----------------------00452> IMPERVIOUS PERVIOUS (i)00453> Surface Area (ha)= 3.28 3.2800454> Dep. Storage (mm)= .80 5.0000455> Average Slope (%)= 2.00 2.00



00456> Length (m)= 209.00 40.0000457> Mannings n = .013 .15000458> 00459> Max.eff.Inten.(mm/hr)= 135.72 57.3100460> over (min) 3.00 9.0000461> Storage Coeff. (min)= 2.86 (ii) 9.35 (ii)00462> Unit Hyd. Tpeak (min)= 3.00 9.0000463> Unit Hyd. peak (cms)= .39 .1200464> *TOTALS*00465> PEAK FLOW (cms)= .45 .33 .630 (iii)00466> TIME TO PEAK (hrs)= 1.93 2.05 1.95000467> RUNOFF VOLUME (mm)= 43.28 14.22 20.61100468> TOTAL RAINFALL (mm)= 44.08 44.08 44.07700469> RUNOFF COEFFICIENT = .98 .32 .46800470> 00471> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00472> CN* = 68.0 Ia = Dep. Storage (Above)00473> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00474> THAN THE STORAGE COEFFICIENT.00475> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00476> 00477> --------------------------------------------------------------------------------00478> 001:0018------------------------------------------------------------------------00479> ----------------------00480> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0000481> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000482> ---------------------- U.H. Tp(hrs)= .29000483> 00484> Unit Hyd Qpeak (cms)= .16700485> 00486> PEAK FLOW (cms)= .033 (i)00487> TIME TO PEAK (hrs)= 2.28300488> RUNOFF VOLUME (mm)= 8.77800489> TOTAL RAINFALL (mm)= 44.07700490> RUNOFF COEFFICIENT = .19900491> 00492> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00493> 00494> --------------------------------------------------------------------------------00495> 001:0019------------------------------------------------------------------------00496> ----------------------00497> | CALIB STANDHYD | Area (ha)= 1.0700498> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000499> ----------------------00500> IMPERVIOUS PERVIOUS (i)00501> Surface Area (ha)= .54 .5400502> Dep. Storage (mm)= .80 5.0000503> Average Slope (%)= 2.00 2.0000504> Length (m)= 84.00 40.0000505> Mannings n = .013 .15000506> 00507> Max.eff.Inten.(mm/hr)= 135.72 22.5500508> over (min) 2.00 11.0000509> Storage Coeff. (min)= 1.65 (ii) 11.08 (ii)00510> Unit Hyd. Tpeak (min)= 2.00 11.0000511> Unit Hyd. peak (cms)= .63 .1000512> *TOTALS*00513> PEAK FLOW (cms)= .19 .02 .199 (iii)00514> TIME TO PEAK (hrs)= 1.92 2.08 1.91700515> RUNOFF VOLUME (mm)= 43.28 9.63 26.45200516> TOTAL RAINFALL (mm)= 44.08 44.08 44.07700517> RUNOFF COEFFICIENT = .98 .22 .60000518> 00519> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00520> CN* = 68.0 Ia = Dep. Storage (Above)



00521> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00522> THAN THE STORAGE COEFFICIENT.00523> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00524> 00525> --------------------------------------------------------------------------------00526> 001:0020------------------------------------------------------------------------00527> ----------------------00528> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000529> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000530> ---------------------- U.H. Tp(hrs)= .16000531> 00532> Unit Hyd Qpeak (cms)= .02600533> 00534> PEAK FLOW (cms)= .004 (i)00535> TIME TO PEAK (hrs)= 2.10000536> RUNOFF VOLUME (mm)= 8.77500537> TOTAL RAINFALL (mm)= 44.07700538> RUNOFF COEFFICIENT = .19900539> 00540> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00541> 00542> --------------------------------------------------------------------------------00543> 001:0021------------------------------------------------------------------------00544> ------------------------00545> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00546> ------------------------ (ha) (cms) (hrs) (mm) (cms)00547> ID1 01:501pipe 4.64 .396 2.02 20.79 .000 00548> +ID2 02:502 6.56 .630 1.95 20.61 .000 00549> +ID3 03:503Park 1.27 .033 2.28 8.78 .000 00550> +ID4 04:504 1.07 .199 1.92 26.45 .000 00551> +ID5 05:511 .11 .004 2.10 8.77 .000 00552> ===========================================================00553> SUM 06:501+502+50 13.65 1.154 1.93 19.94 .000 00554> 00555> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00556> 00557> --------------------------------------------------------------------------------00558> 001:0022------------------------------------------------------------------------00559> ---------------------00560> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00561> | IN>06:(501+50) |00562> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00563> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00564> (cms) (ha.m.) | (cms) (ha.m.)00565> .000 .0000E+00 | .040 .6347E+0000566> .011 .3660E-01 | .043 .7482E+0000567> .019 .1137E+00 | .402 .8678E+0000568> .022 .1542E+00 | .469 .9299E+0000569> .026 .2392E+00 | .576 .1059E+0100570> .029 .2837E+00 | .623 .1126E+0100571> .032 .3768E+00 | .706 .1264E+0100572> .033 .4255E+00 | .905 .1336E+0100573> .036 .5272E+00 | 1.652 .1485E+0100574> .038 .5802E+00 | 2.682 .1640E+0100575> 00576> ROUTING RESULTS AREA QPEAK TPEAK R.V.00577> -------------------- (ha) (cms) (hrs) (mm)00578> INFLOW >06: (501+50) 13.65 1.154 1.933 19.94300579> OUTFLOW<01: (eastpo) 13.65 .027 4.183 19.94300580> 00581> PEAK FLOW REDUCTION [Qout/Qin](%)= 2.33000582> TIME SHIFT OF PEAK FLOW (min)= 135.0000583> MAXIMUM STORAGE USED (ha.m.)=.2479E+0000584> 00585> --------------------------------------------------------------------------------



00586> 001:0023------------------------------------------------------------------------00587> ----------------------00588> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000589> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000590> ---------------------- U.H. Tp(hrs)= .16000591> 00592> Unit Hyd Qpeak (cms)= .11000593> 00594> PEAK FLOW (cms)= .017 (i)00595> TIME TO PEAK (hrs)= 2.10000596> RUNOFF VOLUME (mm)= 8.77700597> TOTAL RAINFALL (mm)= 44.07700598> RUNOFF COEFFICIENT = .19900599> 00600> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00601> 00602> --------------------------------------------------------------------------------00603> 001:0024------------------------------------------------------------------------00604> ----------------------00605> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000606> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000607> ---------------------- U.H. Tp(hrs)= .16000608> 00609> Unit Hyd Qpeak (cms)= .11000610> 00611> PEAK FLOW (cms)= .017 (i)00612> TIME TO PEAK (hrs)= 2.10000613> RUNOFF VOLUME (mm)= 8.77700614> TOTAL RAINFALL (mm)= 44.07700615> RUNOFF COEFFICIENT = .19900616> 00617> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00618> 00619> --------------------------------------------------------------------------------00620> 001:0025------------------------------------------------------------------------00621> ----------------------00622> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000623> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000624> ---------------------- U.H. Tp(hrs)= .29000625> 00626> Unit Hyd Qpeak (cms)= .22100627> 00628> PEAK FLOW (cms)= .043 (i)00629> TIME TO PEAK (hrs)= 2.28300630> RUNOFF VOLUME (mm)= 8.77800631> TOTAL RAINFALL (mm)= 44.07700632> RUNOFF COEFFICIENT = .19900633> 00634> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00635> 00636> --------------------------------------------------------------------------------00637> 001:0026------------------------------------------------------------------------00638> ------------------------00639> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00640> ------------------------ (ha) (cms) (hrs) (mm) (cms)00641> ID1 01:eastpond 13.65 .027 4.18 19.94 .000 00642> +ID2 02:510 .46 .017 2.10 8.78 .000 00643> +ID3 03:512 1.68 .043 2.28 8.78 .000 00644> ===========================================================00645> SUM 04:eastpond+5 15.79 .079 2.23 18.43 .000 00646> 00647> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00648> 00649> --------------------------------------------------------------------------------00650> 001:0027------------------------------------------------------------------------



00651> *# 10-YEAR STM EVENT 00652> --------------------00653> | CHICAGO STORM | IDF curve parameters: A=1387.00000654> | Ptotal= 50.60 mm | B= 7.97000655> -------------------- C= .85200656> used in: INTENSITY = A / (t + B)^C00657> 00658> Duration of storm = 4.00 hrs00659> Storm time step = 5.00 min00660> Time to peak ratio = .4700661> 00662> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00663> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00664> .08 2.277 | 1.08 5.094 | 2.08 33.876 | 3.08 4.03700665> .17 2.383 | 1.17 5.702 | 2.17 21.793 | 3.17 3.76000666> .25 2.501 | 1.25 6.477 | 2.25 15.809 | 3.25 3.51900667> .33 2.632 | 1.33 7.497 | 2.33 12.313 | 3.33 3.30900668> .42 2.777 | 1.42 8.895 | 2.42 10.048 | 3.42 3.12300669> .50 2.941 | 1.50 10.915 | 2.50 8.473 | 3.50 2.95700670> .58 3.127 | 1.58 14.059 | 2.58 7.320 | 3.58 2.81000671> .67 3.339 | 1.67 19.522 | 2.67 6.442 | 3.67 2.67600672> .75 3.583 | 1.75 30.871 | 2.75 5.752 | 3.75 2.55600673> .83 3.867 | 1.83 64.450 | 2.83 5.197 | 3.83 2.44600674> .92 4.203 | 1.92 156.261 | 2.92 4.741 | 3.92 2.34600675> 1.00 4.604 | 2.00 67.251 | 3.00 4.360 | 4.00 2.25400676> 00677> --------------------------------------------------------------------------------00678> 001:0028------------------------------------------------------------------------00679> ----------------------00680> | CALIB STANDHYD | Area (ha)= 4.6400681> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0000682> ----------------------00683> IMPERVIOUS PERVIOUS (i)00684> Surface Area (ha)= 2.32 2.3200685> Dep. Storage (mm)= .80 5.0000686> Average Slope (%)= 2.00 2.0000687> Length (m)= 176.00 40.0000688> Mannings n = .013 .15000689> 00690> Max.eff.Inten.(mm/hr)= 156.26 74.9400691> over (min) 2.00 8.0000692> Storage Coeff. (min)= 2.44 (ii) 8.27 (ii)00693> Unit Hyd. Tpeak (min)= 2.00 8.0000694> Unit Hyd. peak (cms)= .49 .1400695> *TOTALS*00696> PEAK FLOW (cms)= .42 .32 .580 (iii)00697> TIME TO PEAK (hrs)= 1.92 2.03 1.93300698> RUNOFF VOLUME (mm)= 49.79 17.94 25.26700699> TOTAL RAINFALL (mm)= 50.60 50.60 50.59500700> RUNOFF COEFFICIENT = .98 .35 .49900701> 00702> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00703> CN* = 68.0 Ia = Dep. Storage (Above)00704> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00705> THAN THE STORAGE COEFFICIENT.00706> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00707> 00708> --------------------------------------------------------------------------------00709> 001:0029------------------------------------------------------------------------00710> --------------------00711> | ROUTE PIPE 501pip| PIPE Number = 1.0000712> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000713> | DT= 1.0 min | Length (m)= 318.3000714> -------------------- Slope (m/m)= .0020000715> Manning n = .013

robert.deangelis

Highlight



00716> 00717> <------------------- TRAVEL TIME TABLE ------------------->00718> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00719> (m) (cu.m.) (cms) (m/s) min00720> .055 .556E+01 .007 .375 14.1500721> .111 .155E+02 .028 .585 9.0700722> .166 .279E+02 .066 .753 7.0500723> .221 .422E+02 .119 .895 5.9300724> .276 .579E+02 .185 1.018 5.2100725> .332 .747E+02 .264 1.126 4.7100726> .387 .922E+02 .354 1.222 4.3400727> .442 .110E+03 .452 1.305 4.0600728> .497 .129E+03 .557 1.379 3.8500729> .553 .147E+03 .666 1.442 3.6800730> .608 .165E+03 .777 1.495 3.5500731> .663 .183E+03 .887 1.539 3.4500732> .718 .201E+03 .993 1.572 3.3700733> .774 .218E+03 1.091 1.596 3.3200734> .829 .233E+03 1.179 1.608 3.3000735> .884 .248E+03 1.250 1.607 3.3000736> .939 .260E+03 1.299 1.590 3.3400737> .995 .270E+03 1.314 1.548 3.4300738> 1.050 .276E+03 1.222 1.411 3.7600739> <---- hydrograph ----> <-pipe / channel->00740> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00741> (ha) (cms) (hrs) (mm) (m) (m/s)00742> INFLOW : ID= 6:501 4.64 .580 1.93 25.267 .509 1.39200743> OUTFLOW: ID= 1:501pip 4.64 .503 2.02 25.267 .467 1.33700744> 00745> 00746> --------------------------------------------------------------------------------00747> 001:0030------------------------------------------------------------------------00748> ----------------------00749> | CALIB STANDHYD | Area (ha)= 6.5600750> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000751> ----------------------00752> IMPERVIOUS PERVIOUS (i)00753> Surface Area (ha)= 3.28 3.2800754> Dep. Storage (mm)= .80 5.0000755> Average Slope (%)= 2.00 2.0000756> Length (m)= 209.00 40.0000757> Mannings n = .013 .15000758> 00759> Max.eff.Inten.(mm/hr)= 156.26 73.9400760> over (min) 3.00 9.0000761> Storage Coeff. (min)= 2.70 (ii) 8.56 (ii)00762> Unit Hyd. Tpeak (min)= 3.00 9.0000763> Unit Hyd. peak (cms)= .40 .1300764> *TOTALS*00765> PEAK FLOW (cms)= .53 .44 .776 (iii)00766> TIME TO PEAK (hrs)= 1.93 2.05 1.95000767> RUNOFF VOLUME (mm)= 49.79 18.11 25.08000768> TOTAL RAINFALL (mm)= 50.60 50.60 50.59500769> RUNOFF COEFFICIENT = .98 .36 .49600770> 00771> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00772> CN* = 68.0 Ia = Dep. Storage (Above)00773> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00774> THAN THE STORAGE COEFFICIENT.00775> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00776> 00777> --------------------------------------------------------------------------------00778> 001:0031------------------------------------------------------------------------00779> ----------------------00780> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.00



00781> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000782> ---------------------- U.H. Tp(hrs)= .29000783> 00784> Unit Hyd Qpeak (cms)= .16700785> 00786> PEAK FLOW (cms)= .044 (i)00787> TIME TO PEAK (hrs)= 2.26700788> RUNOFF VOLUME (mm)= 11.65100789> TOTAL RAINFALL (mm)= 50.59500790> RUNOFF COEFFICIENT = .23000791> 00792> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00793> 00794> --------------------------------------------------------------------------------00795> 001:0032------------------------------------------------------------------------00796> ----------------------00797> | CALIB STANDHYD | Area (ha)= 1.0700798> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000799> ----------------------00800> IMPERVIOUS PERVIOUS (i)00801> Surface Area (ha)= .54 .5400802> Dep. Storage (mm)= .80 5.0000803> Average Slope (%)= 2.00 2.0000804> Length (m)= 84.00 40.0000805> Mannings n = .013 .15000806> 00807> Max.eff.Inten.(mm/hr)= 156.26 31.6500808> over (min) 2.00 10.0000809> Storage Coeff. (min)= 1.56 (ii) 9.79 (ii)00810> Unit Hyd. Tpeak (min)= 2.00 10.0000811> Unit Hyd. peak (cms)= .65 .1100812> *TOTALS*00813> PEAK FLOW (cms)= .22 .03 .234 (iii)00814> TIME TO PEAK (hrs)= 1.92 2.07 1.91700815> RUNOFF VOLUME (mm)= 49.79 12.59 31.19300816> TOTAL RAINFALL (mm)= 50.60 50.60 50.59500817> RUNOFF COEFFICIENT = .98 .25 .61700818> 00819> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00820> CN* = 68.0 Ia = Dep. Storage (Above)00821> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00822> THAN THE STORAGE COEFFICIENT.00823> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00824> 00825> --------------------------------------------------------------------------------00826> 001:0033------------------------------------------------------------------------00827> ----------------------00828> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000829> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000830> ---------------------- U.H. Tp(hrs)= .16000831> 00832> Unit Hyd Qpeak (cms)= .02600833> 00834> PEAK FLOW (cms)= .006 (i)00835> TIME TO PEAK (hrs)= 2.10000836> RUNOFF VOLUME (mm)= 11.64800837> TOTAL RAINFALL (mm)= 50.59500838> RUNOFF COEFFICIENT = .23000839> 00840> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00841> 00842> --------------------------------------------------------------------------------00843> 001:0034------------------------------------------------------------------------00844> ------------------------00845> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF



00846> ------------------------ (ha) (cms) (hrs) (mm) (cms)00847> ID1 01:501pipe 4.64 .503 2.02 25.27 .000 00848> +ID2 02:502 6.56 .776 1.95 25.08 .000 00849> +ID3 03:503Park 1.27 .044 2.27 11.65 .000 00850> +ID4 04:504 1.07 .234 1.92 31.19 .000 00851> +ID5 05:511 .11 .006 2.10 11.65 .000 00852> ===========================================================00853> SUM 06:501+502+50 13.65 1.444 1.93 24.28 .000 00854> 00855> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00856> 00857> --------------------------------------------------------------------------------00858> 001:0035------------------------------------------------------------------------00859> ---------------------00860> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00861> | IN>06:(501+50) |00862> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00863> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00864> (cms) (ha.m.) | (cms) (ha.m.)00865> .000 .0000E+00 | .040 .6347E+0000866> .011 .3660E-01 | .043 .7482E+0000867> .019 .1137E+00 | .402 .8678E+0000868> .022 .1542E+00 | .469 .9299E+0000869> .026 .2392E+00 | .576 .1059E+0100870> .029 .2837E+00 | .623 .1126E+0100871> .032 .3768E+00 | .706 .1264E+0100872> .033 .4255E+00 | .905 .1336E+0100873> .036 .5272E+00 | 1.652 .1485E+0100874> .038 .5802E+00 | 2.682 .1640E+0100875> 00876> ROUTING RESULTS AREA QPEAK TPEAK R.V.00877> -------------------- (ha) (cms) (hrs) (mm)00878> INFLOW >06: (501+50) 13.65 1.444 1.933 24.27600879> OUTFLOW<01: (eastpo) 13.65 .029 4.183 24.27600880> 00881> PEAK FLOW REDUCTION [Qout/Qin](%)= 2.02100882> TIME SHIFT OF PEAK FLOW (min)= 135.0000883> MAXIMUM STORAGE USED (ha.m.)=.3048E+0000884> 00885> --------------------------------------------------------------------------------00886> 001:0036------------------------------------------------------------------------00887> ----------------------00888> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000889> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000890> ---------------------- U.H. Tp(hrs)= .16000891> 00892> Unit Hyd Qpeak (cms)= .11000893> 00894> PEAK FLOW (cms)= .023 (i)00895> TIME TO PEAK (hrs)= 2.10000896> RUNOFF VOLUME (mm)= 11.65000897> TOTAL RAINFALL (mm)= 50.59500898> RUNOFF COEFFICIENT = .23000899> 00900> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00901> 00902> --------------------------------------------------------------------------------00903> 001:0037------------------------------------------------------------------------00904> ----------------------00905> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000906> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000907> ---------------------- U.H. Tp(hrs)= .29000908> 00909> Unit Hyd Qpeak (cms)= .22100910>



00911> PEAK FLOW (cms)= .059 (i)00912> TIME TO PEAK (hrs)= 2.26700913> RUNOFF VOLUME (mm)= 11.65100914> TOTAL RAINFALL (mm)= 50.59500915> RUNOFF COEFFICIENT = .23000916> 00917> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00918> 00919> --------------------------------------------------------------------------------00920> 001:0038------------------------------------------------------------------------00921> ------------------------00922> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00923> ------------------------ (ha) (cms) (hrs) (mm) (cms)00924> ID1 01:eastpond 13.65 .029 4.18 24.28 .000 00925> +ID2 02:510 .46 .023 2.10 11.65 .000 00926> +ID3 03:512 1.68 .059 2.27 11.65 .000 00927> ===========================================================00928> SUM 04:eastpond+5 15.79 .102 2.23 22.56 .000 00929> 00930> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00931> 00932> --------------------------------------------------------------------------------00933> 001:0039------------------------------------------------------------------------00934> *# 25-YEAR STM EVENT 00935> --------------------00936> | CHICAGO STORM | IDF curve parameters: A=1676.20000937> | Ptotal= 59.09 mm | B= 8.30000938> -------------------- C= .85800939> used in: INTENSITY = A / (t + B)^C00940> 00941> Duration of storm = 4.00 hrs00942> Storm time step = 5.00 min00943> Time to peak ratio = .4700944> 00945> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00946> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00947> .08 2.589 | 1.08 5.874 | 2.08 40.025 | 3.08 4.63600948> .17 2.712 | 1.17 6.589 | 2.17 25.678 | 3.17 4.31200949> .25 2.848 | 1.25 7.502 | 2.25 18.565 | 3.25 4.03100950> .33 2.999 | 1.33 8.705 | 2.33 14.411 | 3.33 3.78600951> .42 3.168 | 1.42 10.358 | 2.42 11.725 | 3.42 3.57000952> .50 3.359 | 1.50 12.752 | 2.50 9.859 | 3.50 3.37800953> .58 3.574 | 1.58 16.485 | 2.58 8.496 | 3.58 3.20600954> .67 3.821 | 1.67 22.978 | 2.67 7.460 | 3.67 3.05100955> .75 4.106 | 1.75 36.460 | 2.75 6.648 | 3.75 2.91200956> .83 4.438 | 1.83 76.040 | 2.83 5.996 | 3.83 2.78500957> .92 4.830 | 1.92 181.996 | 2.92 5.460 | 3.92 2.66900958> 1.00 5.300 | 2.00 79.331 | 3.00 5.014 | 4.00 2.56300959> 00960> --------------------------------------------------------------------------------00961> 001:0040------------------------------------------------------------------------00962> ----------------------00963> | CALIB STANDHYD | Area (ha)= 4.6400964> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0000965> ----------------------00966> IMPERVIOUS PERVIOUS (i)00967> Surface Area (ha)= 2.32 2.3200968> Dep. Storage (mm)= .80 5.0000969> Average Slope (%)= 2.00 2.0000970> Length (m)= 176.00 40.0000971> Mannings n = .013 .15000972> 00973> Max.eff.Inten.(mm/hr)= 182.00 102.9300974> over (min) 2.00 7.0000975> Storage Coeff. (min)= 2.29 (ii) 7.43 (ii)

robert.deangelis

Highlight



00976> Unit Hyd. Tpeak (min)= 2.00 7.0000977> Unit Hyd. peak (cms)= .51 .1600978> *TOTALS*00979> PEAK FLOW (cms)= .49 .44 .756 (iii)00980> TIME TO PEAK (hrs)= 1.92 2.02 1.93300981> RUNOFF VOLUME (mm)= 58.29 23.36 31.39700982> TOTAL RAINFALL (mm)= 59.09 59.09 59.08800983> RUNOFF COEFFICIENT = .99 .40 .53100984> 00985> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00986> CN* = 68.0 Ia = Dep. Storage (Above)00987> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00988> THAN THE STORAGE COEFFICIENT.00989> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00990> 00991> --------------------------------------------------------------------------------00992> 001:0041------------------------------------------------------------------------00993> --------------------00994> | ROUTE PIPE 501pip| PIPE Number = 1.0000995> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000996> | DT= 1.0 min | Length (m)= 318.3000997> -------------------- Slope (m/m)= .0020000998> Manning n = .01300999> 01000> <------------------- TRAVEL TIME TABLE ------------------->01001> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 01002> (m) (cu.m.) (cms) (m/s) min01003> .055 .556E+01 .007 .375 14.1501004> .111 .155E+02 .028 .585 9.0701005> .166 .279E+02 .066 .753 7.0501006> .221 .422E+02 .119 .895 5.9301007> .276 .579E+02 .185 1.018 5.2101008> .332 .747E+02 .264 1.126 4.7101009> .387 .922E+02 .354 1.222 4.3401010> .442 .110E+03 .452 1.305 4.0601011> .497 .129E+03 .557 1.379 3.8501012> .553 .147E+03 .666 1.442 3.6801013> .608 .165E+03 .777 1.495 3.5501014> .663 .183E+03 .887 1.539 3.4501015> .718 .201E+03 .993 1.572 3.3701016> .774 .218E+03 1.091 1.596 3.3201017> .829 .233E+03 1.179 1.608 3.3001018> .884 .248E+03 1.250 1.607 3.3001019> .939 .260E+03 1.299 1.590 3.3401020> .995 .270E+03 1.314 1.548 3.4301021> 1.050 .276E+03 1.222 1.411 3.7601022> <---- hydrograph ----> <-pipe / channel->01023> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL01024> (ha) (cms) (hrs) (mm) (m) (m/s)01025> INFLOW : ID= 6:501 4.64 .756 1.93 31.397 .598 1.48501026> OUTFLOW: ID= 1:501pip 4.64 .666 2.02 31.397 .552 1.44001027> 01028> 01029> --------------------------------------------------------------------------------01030> 001:0042------------------------------------------------------------------------01031> ----------------------01032> | CALIB STANDHYD | Area (ha)= 6.5601033> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0001034> ----------------------01035> IMPERVIOUS PERVIOUS (i)01036> Surface Area (ha)= 3.28 3.2801037> Dep. Storage (mm)= .80 5.0001038> Average Slope (%)= 2.00 2.0001039> Length (m)= 209.00 40.0001040> Mannings n = .013 .150



01041> 01042> Max.eff.Inten.(mm/hr)= 182.00 100.3701043> over (min) 3.00 8.0001044> Storage Coeff. (min)= 2.54 (ii) 7.73 (ii)01045> Unit Hyd. Tpeak (min)= 3.00 8.0001046> Unit Hyd. peak (cms)= .42 .1401047> *TOTALS*01048> PEAK FLOW (cms)= .63 .62 1.018 (iii)01049> TIME TO PEAK (hrs)= 1.93 2.03 1.95001050> RUNOFF VOLUME (mm)= 58.29 23.57 31.20601051> TOTAL RAINFALL (mm)= 59.09 59.09 59.08801052> RUNOFF COEFFICIENT = .99 .40 .52801053> 01054> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01055> CN* = 68.0 Ia = Dep. Storage (Above)01056> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01057> THAN THE STORAGE COEFFICIENT.01058> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01059> 01060> --------------------------------------------------------------------------------01061> 001:0043------------------------------------------------------------------------01062> ----------------------01063> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0001064> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001065> ---------------------- U.H. Tp(hrs)= .29001066> 01067> Unit Hyd Qpeak (cms)= .16701068> 01069> PEAK FLOW (cms)= .061 (i)01070> TIME TO PEAK (hrs)= 2.26701071> RUNOFF VOLUME (mm)= 15.80901072> TOTAL RAINFALL (mm)= 59.08801073> RUNOFF COEFFICIENT = .26801074> 01075> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01076> 01077> --------------------------------------------------------------------------------01078> 001:0044------------------------------------------------------------------------01079> ----------------------01080> | CALIB STANDHYD | Area (ha)= 1.0701081> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0001082> ----------------------01083> IMPERVIOUS PERVIOUS (i)01084> Surface Area (ha)= .54 .5401085> Dep. Storage (mm)= .80 5.0001086> Average Slope (%)= 2.00 2.0001087> Length (m)= 84.00 40.0001088> Mannings n = .013 .15001089> 01090> Max.eff.Inten.(mm/hr)= 182.00 43.7301091> over (min) 1.00 9.0001092> Storage Coeff. (min)= 1.47 (ii) 8.70 (ii)01093> Unit Hyd. Tpeak (min)= 1.00 9.0001094> Unit Hyd. peak (cms)= .84 .1301095> *TOTALS*01096> PEAK FLOW (cms)= .27 .04 .283 (iii)01097> TIME TO PEAK (hrs)= 1.92 2.05 1.91701098> RUNOFF VOLUME (mm)= 58.29 16.85 37.56901099> TOTAL RAINFALL (mm)= 59.09 59.09 59.08801100> RUNOFF COEFFICIENT = .99 .29 .63601101> 01102> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01103> CN* = 68.0 Ia = Dep. Storage (Above)01104> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01105> THAN THE STORAGE COEFFICIENT.



01106> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01107> 01108> --------------------------------------------------------------------------------01109> 001:0045------------------------------------------------------------------------01110> ----------------------01111> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0001112> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001113> ---------------------- U.H. Tp(hrs)= .16001114> 01115> Unit Hyd Qpeak (cms)= .02601116> 01117> PEAK FLOW (cms)= .008 (i)01118> TIME TO PEAK (hrs)= 2.10001119> RUNOFF VOLUME (mm)= 15.80601120> TOTAL RAINFALL (mm)= 59.08801121> RUNOFF COEFFICIENT = .26801122> 01123> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01124> 01125> --------------------------------------------------------------------------------01126> 001:0046------------------------------------------------------------------------01127> ------------------------01128> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01129> ------------------------ (ha) (cms) (hrs) (mm) (cms)01130> ID1 01:501pipe 4.64 .666 2.02 31.40 .000 01131> +ID2 02:502 6.56 1.018 1.95 31.21 .000 01132> +ID3 03:503Park 1.27 .061 2.27 15.81 .000 01133> +ID4 04:504 1.07 .283 1.92 37.57 .000 01134> +ID5 05:511 .11 .008 2.10 15.81 .000 01135> ===========================================================01136> SUM 06:501+502+50 13.65 1.844 2.00 30.23 .000 01137> 01138> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01139> 01140> --------------------------------------------------------------------------------01141> 001:0047------------------------------------------------------------------------01142> ---------------------01143> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.01144> | IN>06:(501+50) |01145> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========01146> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01147> (cms) (ha.m.) | (cms) (ha.m.)01148> .000 .0000E+00 | .040 .6347E+0001149> .011 .3660E-01 | .043 .7482E+0001150> .019 .1137E+00 | .402 .8678E+0001151> .022 .1542E+00 | .469 .9299E+0001152> .026 .2392E+00 | .576 .1059E+0101153> .029 .2837E+00 | .623 .1126E+0101154> .032 .3768E+00 | .706 .1264E+0101155> .033 .4255E+00 | .905 .1336E+0101156> .036 .5272E+00 | 1.652 .1485E+0101157> .038 .5802E+00 | 2.682 .1640E+0101158> 01159> ROUTING RESULTS AREA QPEAK TPEAK R.V.01160> -------------------- (ha) (cms) (hrs) (mm)01161> INFLOW >06: (501+50) 13.65 1.844 2.000 30.22601162> OUTFLOW<01: (eastpo) 13.65 .032 4.183 30.22501163> 01164> PEAK FLOW REDUCTION [Qout/Qin](%)= 1.71901165> TIME SHIFT OF PEAK FLOW (min)= 131.0001166> MAXIMUM STORAGE USED (ha.m.)=.3835E+0001167> 01168> --------------------------------------------------------------------------------01169> 001:0048------------------------------------------------------------------------01170> ----------------------



01171> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0001172> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001173> ---------------------- U.H. Tp(hrs)= .16001174> 01175> Unit Hyd Qpeak (cms)= .11001176> 01177> PEAK FLOW (cms)= .032 (i)01178> TIME TO PEAK (hrs)= 2.10001179> RUNOFF VOLUME (mm)= 15.80901180> TOTAL RAINFALL (mm)= 59.08801181> RUNOFF COEFFICIENT = .26801182> 01183> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01184> 01185> --------------------------------------------------------------------------------01186> 001:0049------------------------------------------------------------------------01187> ----------------------01188> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0001189> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001190> ---------------------- U.H. Tp(hrs)= .29001191> 01192> Unit Hyd Qpeak (cms)= .22101193> 01194> PEAK FLOW (cms)= .081 (i)01195> TIME TO PEAK (hrs)= 2.26701196> RUNOFF VOLUME (mm)= 15.80901197> TOTAL RAINFALL (mm)= 59.08801198> RUNOFF COEFFICIENT = .26801199> 01200> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01201> 01202> --------------------------------------------------------------------------------01203> 001:0050------------------------------------------------------------------------01204> ------------------------01205> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01206> ------------------------ (ha) (cms) (hrs) (mm) (cms)01207> ID1 01:eastpond 13.65 .032 4.18 30.23 .000 01208> +ID2 02:510 .46 .032 2.10 15.81 .000 01209> +ID3 03:512 1.68 .081 2.27 15.81 .000 01210> ===========================================================01211> SUM 04:eastpond+5 15.79 .134 2.22 28.27 .000 01212> 01213> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01214> 01215> --------------------------------------------------------------------------------01216> 001:0051------------------------------------------------------------------------01217> *# 50-YEAR STM EVENT 01218> --------------------01219> | CHICAGO STORM | IDF curve parameters: A=1973.10001220> | Ptotal= 65.66 mm | B= 9.00001221> -------------------- C= .86801222> used in: INTENSITY = A / (t + B)^C01223> 01224> Duration of storm = 4.00 hrs01225> Storm time step = 5.00 min01226> Time to peak ratio = .4701227> 01228> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01229> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01230> .08 2.756 | 1.08 6.419 | 2.08 45.480 | 3.08 5.02701231> .17 2.891 | 1.17 7.227 | 2.17 29.095 | 3.17 4.66501232> .25 3.041 | 1.25 8.262 | 2.25 20.930 | 3.25 4.35201233> .33 3.207 | 1.33 9.631 | 2.33 16.161 | 3.33 4.07901234> .42 3.394 | 1.42 11.517 | 2.42 13.080 | 3.42 3.83901235> .50 3.605 | 1.50 14.257 | 2.50 10.947 | 3.50 3.626

robert.deangelis

Highlight



01236> .58 3.844 | 1.58 18.541 | 2.58 9.393 | 3.58 3.43501237> .67 4.118 | 1.67 25.997 | 2.67 8.215 | 3.67 3.26501238> .75 4.435 | 1.75 41.420 | 2.75 7.294 | 3.75 3.11101239> .83 4.806 | 1.83 85.856 | 2.83 6.556 | 3.83 2.97101240> .92 5.245 | 1.92 199.669 | 2.92 5.953 | 3.92 2.84401241> 1.00 5.773 | 2.00 89.526 | 3.00 5.451 | 4.00 2.72701242> 01243> --------------------------------------------------------------------------------01244> 001:0052------------------------------------------------------------------------01245> ----------------------01246> | CALIB STANDHYD | Area (ha)= 4.6401247> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0001248> ----------------------01249> IMPERVIOUS PERVIOUS (i)01250> Surface Area (ha)= 2.32 2.3201251> Dep. Storage (mm)= .80 5.0001252> Average Slope (%)= 2.00 2.0001253> Length (m)= 176.00 40.0001254> Mannings n = .013 .15001255> 01256> Max.eff.Inten.(mm/hr)= 199.67 122.1001257> over (min) 2.00 7.0001258> Storage Coeff. (min)= 2.21 (ii) 7.01 (ii)01259> Unit Hyd. Tpeak (min)= 2.00 7.0001260> Unit Hyd. peak (cms)= .52 .1601261> *TOTALS*01262> PEAK FLOW (cms)= .54 .54 .877 (iii)01263> TIME TO PEAK (hrs)= 1.92 2.02 1.93301264> RUNOFF VOLUME (mm)= 64.86 27.82 36.33901265> TOTAL RAINFALL (mm)= 65.66 65.66 65.66101266> RUNOFF COEFFICIENT = .99 .42 .55301267> 01268> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01269> CN* = 68.0 Ia = Dep. Storage (Above)01270> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01271> THAN THE STORAGE COEFFICIENT.01272> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01273> 01274> --------------------------------------------------------------------------------01275> 001:0053------------------------------------------------------------------------01276> --------------------01277> | ROUTE PIPE 501pip| PIPE Number = 1.0001278> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0001279> | DT= 1.0 min | Length (m)= 318.3001280> -------------------- Slope (m/m)= .0020001281> Manning n = .01301282> 01283> <------------------- TRAVEL TIME TABLE ------------------->01284> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 01285> (m) (cu.m.) (cms) (m/s) min01286> .055 .556E+01 .007 .375 14.1501287> .111 .155E+02 .028 .585 9.0701288> .166 .279E+02 .066 .753 7.0501289> .221 .422E+02 .119 .895 5.9301290> .276 .579E+02 .185 1.018 5.2101291> .332 .747E+02 .264 1.126 4.7101292> .387 .922E+02 .354 1.222 4.3401293> .442 .110E+03 .452 1.305 4.0601294> .497 .129E+03 .557 1.379 3.8501295> .553 .147E+03 .666 1.442 3.6801296> .608 .165E+03 .777 1.495 3.5501297> .663 .183E+03 .887 1.539 3.4501298> .718 .201E+03 .993 1.572 3.3701299> .774 .218E+03 1.091 1.596 3.3201300> .829 .233E+03 1.179 1.608 3.30



01301> .884 .248E+03 1.250 1.607 3.3001302> .939 .260E+03 1.299 1.590 3.3401303> .995 .270E+03 1.314 1.548 3.4301304> 1.050 .276E+03 1.222 1.411 3.7601305> <---- hydrograph ----> <-pipe / channel->01306> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL01307> (ha) (cms) (hrs) (mm) (m) (m/s)01308> INFLOW : ID= 6:501 4.64 .877 1.93 36.339 .658 1.53501309> OUTFLOW: ID= 1:501pip 4.64 .785 2.02 36.339 .611 1.49701310> 01311> 01312> --------------------------------------------------------------------------------01313> 001:0054------------------------------------------------------------------------01314> ----------------------01315> | CALIB STANDHYD | Area (ha)= 6.5601316> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0001317> ----------------------01318> IMPERVIOUS PERVIOUS (i)01319> Surface Area (ha)= 3.28 3.2801320> Dep. Storage (mm)= .80 5.0001321> Average Slope (%)= 2.00 2.0001322> Length (m)= 209.00 40.0001323> Mannings n = .013 .15001324> 01325> Max.eff.Inten.(mm/hr)= 199.67 124.7601326> over (min) 2.00 7.0001327> Storage Coeff. (min)= 2.45 (ii) 7.20 (ii)01328> Unit Hyd. Tpeak (min)= 2.00 7.0001329> Unit Hyd. peak (cms)= .49 .1601330> *TOTALS*01331> PEAK FLOW (cms)= .72 .77 1.206 (iii)01332> TIME TO PEAK (hrs)= 1.92 2.02 1.93301333> RUNOFF VOLUME (mm)= 64.86 28.05 36.14601334> TOTAL RAINFALL (mm)= 65.66 65.66 65.66101335> RUNOFF COEFFICIENT = .99 .43 .55001336> 01337> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01338> CN* = 68.0 Ia = Dep. Storage (Above)01339> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01340> THAN THE STORAGE COEFFICIENT.01341> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01342> 01343> --------------------------------------------------------------------------------01344> 001:0055------------------------------------------------------------------------01345> ----------------------01346> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0001347> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001348> ---------------------- U.H. Tp(hrs)= .29001349> 01350> Unit Hyd Qpeak (cms)= .16701351> 01352> PEAK FLOW (cms)= .076 (i)01353> TIME TO PEAK (hrs)= 2.26701354> RUNOFF VOLUME (mm)= 19.31101355> TOTAL RAINFALL (mm)= 65.66101356> RUNOFF COEFFICIENT = .29401357> 01358> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01359> 01360> --------------------------------------------------------------------------------01361> 001:0056------------------------------------------------------------------------01362> ----------------------01363> | CALIB STANDHYD | Area (ha)= 1.0701364> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0001365> ----------------------



01366> IMPERVIOUS PERVIOUS (i)01367> Surface Area (ha)= .54 .5401368> Dep. Storage (mm)= .80 5.0001369> Average Slope (%)= 2.00 2.0001370> Length (m)= 84.00 40.0001371> Mannings n = .013 .15001372> 01373> Max.eff.Inten.(mm/hr)= 199.67 54.6901374> over (min) 1.00 8.0001375> Storage Coeff. (min)= 1.42 (ii) 8.03 (ii)01376> Unit Hyd. Tpeak (min)= 1.00 8.0001377> Unit Hyd. peak (cms)= .86 .1401378> *TOTALS*01379> PEAK FLOW (cms)= .29 .05 .318 (iii)01380> TIME TO PEAK (hrs)= 1.92 2.03 1.91701381> RUNOFF VOLUME (mm)= 64.86 20.42 42.64101382> TOTAL RAINFALL (mm)= 65.66 65.66 65.66101383> RUNOFF COEFFICIENT = .99 .31 .64901384> 01385> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01386> CN* = 68.0 Ia = Dep. Storage (Above)01387> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01388> THAN THE STORAGE COEFFICIENT.01389> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01390> 01391> --------------------------------------------------------------------------------01392> 001:0057------------------------------------------------------------------------01393> ----------------------01394> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0001395> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001396> ---------------------- U.H. Tp(hrs)= .16001397> 01398> Unit Hyd Qpeak (cms)= .02601399> 01400> PEAK FLOW (cms)= .009 (i)01401> TIME TO PEAK (hrs)= 2.10001402> RUNOFF VOLUME (mm)= 19.30801403> TOTAL RAINFALL (mm)= 65.66101404> RUNOFF COEFFICIENT = .29401405> 01406> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01407> 01408> --------------------------------------------------------------------------------01409> 001:0058------------------------------------------------------------------------01410> ------------------------01411> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01412> ------------------------ (ha) (cms) (hrs) (mm) (cms)01413> ID1 01:501pipe 4.64 .785 2.02 36.34 .000 01414> +ID2 02:502 6.56 1.206 1.93 36.15 .000 01415> +ID3 03:503Park 1.27 .076 2.27 19.31 .000 01416> +ID4 04:504 1.07 .318 1.92 42.64 .000 01417> +ID5 05:511 .11 .009 2.10 19.31 .000 01418> ===========================================================01419> SUM 06:501+502+50 13.65 2.191 2.00 35.03 .000 01420> 01421> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01422> 01423> --------------------------------------------------------------------------------01424> 001:0059------------------------------------------------------------------------01425> ---------------------01426> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.01427> | IN>06:(501+50) |01428> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========01429> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01430> (cms) (ha.m.) | (cms) (ha.m.)



01431> .000 .0000E+00 | .040 .6347E+0001432> .011 .3660E-01 | .043 .7482E+0001433> .019 .1137E+00 | .402 .8678E+0001434> .022 .1542E+00 | .469 .9299E+0001435> .026 .2392E+00 | .576 .1059E+0101436> .029 .2837E+00 | .623 .1126E+0101437> .032 .3768E+00 | .706 .1264E+0101438> .033 .4255E+00 | .905 .1336E+0101439> .036 .5272E+00 | 1.652 .1485E+0101440> .038 .5802E+00 | 2.682 .1640E+0101441> 01442> ROUTING RESULTS AREA QPEAK TPEAK R.V.01443> -------------------- (ha) (cms) (hrs) (mm)01444> INFLOW >06: (501+50) 13.65 2.191 2.000 35.03201445> OUTFLOW<01: (eastpo) 13.65 .034 4.183 35.03201446> 01447> PEAK FLOW REDUCTION [Qout/Qin](%)= 1.54001448> TIME SHIFT OF PEAK FLOW (min)= 131.0001449> MAXIMUM STORAGE USED (ha.m.)=.4472E+0001450> 01451> --------------------------------------------------------------------------------01452> 001:0060------------------------------------------------------------------------01453> ----------------------01454> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0001455> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001456> ---------------------- U.H. Tp(hrs)= .16001457> 01458> Unit Hyd Qpeak (cms)= .11001459> 01460> PEAK FLOW (cms)= .040 (i)01461> TIME TO PEAK (hrs)= 2.10001462> RUNOFF VOLUME (mm)= 19.31101463> TOTAL RAINFALL (mm)= 65.66101464> RUNOFF COEFFICIENT = .29401465> 01466> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01467> 01468> --------------------------------------------------------------------------------01469> 001:0061------------------------------------------------------------------------01470> ----------------------01471> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0001472> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001473> ---------------------- U.H. Tp(hrs)= .29001474> 01475> Unit Hyd Qpeak (cms)= .22101476> 01477> PEAK FLOW (cms)= .100 (i)01478> TIME TO PEAK (hrs)= 2.26701479> RUNOFF VOLUME (mm)= 19.31101480> TOTAL RAINFALL (mm)= 65.66101481> RUNOFF COEFFICIENT = .29401482> 01483> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01484> 01485> --------------------------------------------------------------------------------01486> 001:0062------------------------------------------------------------------------01487> ------------------------01488> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01489> ------------------------ (ha) (cms) (hrs) (mm) (cms)01490> ID1 01:eastpond 13.65 .034 4.18 35.03 .000 01491> +ID2 02:510 .46 .040 2.10 19.31 .000 01492> +ID3 03:512 1.68 .100 2.27 19.31 .000 01493> ===========================================================01494> SUM 04:eastpond+5 15.79 .161 2.22 32.90 .000 01495>



01496> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01497> 01498> --------------------------------------------------------------------------------01499> 001:0063------------------------------------------------------------------------01500> *# 100-YEAR STM EVENT 01501> --------------------01502> | CHICAGO STORM | IDF curve parameters: A=2193.10001503> | Ptotal= 71.77 mm | B= 9.04001504> -------------------- C= .87101505> used in: INTENSITY = A / (t + B)^C01506> 01507> Duration of storm = 4.00 hrs01508> Storm time step = 5.00 min01509> Time to peak ratio = .4701510> 01511> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01512> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01513> .08 2.962 | 1.08 6.945 | 2.08 49.845 | 3.08 5.42801514> .17 3.109 | 1.17 7.826 | 2.17 31.814 | 3.17 5.03401515> .25 3.271 | 1.25 8.956 | 2.25 22.839 | 3.25 4.69401516> .33 3.451 | 1.33 10.452 | 2.33 17.605 | 3.33 4.39701517> .42 3.654 | 1.42 12.516 | 2.42 14.228 | 3.42 4.13601518> .50 3.882 | 1.50 15.518 | 2.50 11.892 | 3.50 3.90501519> .58 4.142 | 1.58 20.217 | 2.58 10.192 | 3.58 3.69901520> .67 4.439 | 1.67 28.408 | 2.67 8.904 | 3.67 3.51401521> .75 4.784 | 1.75 45.375 | 2.75 7.899 | 3.75 3.34701522> .83 5.187 | 1.83 94.318 | 2.83 7.094 | 3.83 3.19501523> .92 5.665 | 1.92 219.635 | 2.92 6.436 | 3.92 3.05701524> 1.00 6.240 | 2.00 98.361 | 3.00 5.890 | 4.00 2.93101525> 01526> --------------------------------------------------------------------------------01527> 001:0064------------------------------------------------------------------------01528> ----------------------01529> | CALIB STANDHYD | Area (ha)= 4.6401530> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0001531> ----------------------01532> IMPERVIOUS PERVIOUS (i)01533> Surface Area (ha)= 2.32 2.3201534> Dep. Storage (mm)= .80 5.0001535> Average Slope (%)= 2.00 2.0001536> Length (m)= 176.00 40.0001537> Mannings n = .013 .15001538> 01539> Max.eff.Inten.(mm/hr)= 219.64 142.3701540> over (min) 2.00 7.0001541> Storage Coeff. (min)= 2.13 (ii) 6.64 (ii)01542> Unit Hyd. Tpeak (min)= 2.00 7.0001543> Unit Hyd. peak (cms)= .54 .1701544> *TOTALS*01545> PEAK FLOW (cms)= .60 .64 1.006 (iii)01546> TIME TO PEAK (hrs)= 1.92 2.02 1.93301547> RUNOFF VOLUME (mm)= 70.97 32.13 41.06601548> TOTAL RAINFALL (mm)= 71.77 71.77 71.77401549> RUNOFF COEFFICIENT = .99 .45 .57201550> 01551> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01552> CN* = 68.0 Ia = Dep. Storage (Above)01553> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01554> THAN THE STORAGE COEFFICIENT.01555> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01556> 01557> --------------------------------------------------------------------------------01558> 001:0065------------------------------------------------------------------------01559> --------------------01560> | ROUTE PIPE 501pip| PIPE Number = 1.00

robert.deangelis

Highlight



01561> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0001562> | DT= 1.0 min | Length (m)= 318.3001563> -------------------- Slope (m/m)= .0020001564> Manning n = .01301565> 01566> <------------------- TRAVEL TIME TABLE ------------------->01567> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 01568> (m) (cu.m.) (cms) (m/s) min01569> .055 .556E+01 .007 .375 14.1501570> .111 .155E+02 .028 .585 9.0701571> .166 .279E+02 .066 .753 7.0501572> .221 .422E+02 .119 .895 5.9301573> .276 .579E+02 .185 1.018 5.2101574> .332 .747E+02 .264 1.126 4.7101575> .387 .922E+02 .354 1.222 4.3401576> .442 .110E+03 .452 1.305 4.0601577> .497 .129E+03 .557 1.379 3.8501578> .553 .147E+03 .666 1.442 3.6801579> .608 .165E+03 .777 1.495 3.5501580> .663 .183E+03 .887 1.539 3.4501581> .718 .201E+03 .993 1.572 3.3701582> .774 .218E+03 1.091 1.596 3.3201583> .829 .233E+03 1.179 1.608 3.3001584> .884 .248E+03 1.250 1.607 3.3001585> .939 .260E+03 1.299 1.590 3.3401586> .995 .270E+03 1.314 1.548 3.4301587> 1.050 .276E+03 1.222 1.411 3.7601588> <---- hydrograph ----> <-pipe / channel->01589> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL01590> (ha) (cms) (hrs) (mm) (m) (m/s)01591> INFLOW : ID= 6:501 4.64 1.006 1.93 41.066 .726 1.57501592> OUTFLOW: ID= 1:501pip 4.64 .907 2.02 41.066 .673 1.54401593> 01594> 01595> --------------------------------------------------------------------------------01596> 001:0066------------------------------------------------------------------------01597> ----------------------01598> | CALIB STANDHYD | Area (ha)= 6.5601599> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0001600> ----------------------01601> IMPERVIOUS PERVIOUS (i)01602> Surface Area (ha)= 3.28 3.2801603> Dep. Storage (mm)= .80 5.0001604> Average Slope (%)= 2.00 2.0001605> Length (m)= 209.00 40.0001606> Mannings n = .013 .15001607> 01608> Max.eff.Inten.(mm/hr)= 219.64 145.4101609> over (min) 2.00 7.0001610> Storage Coeff. (min)= 2.36 (ii) 6.83 (ii)01611> Unit Hyd. Tpeak (min)= 2.00 7.0001612> Unit Hyd. peak (cms)= .50 .1601613> *TOTALS*01614> PEAK FLOW (cms)= .80 .91 1.385 (iii)01615> TIME TO PEAK (hrs)= 1.92 2.02 1.93301616> RUNOFF VOLUME (mm)= 70.97 32.38 40.87301617> TOTAL RAINFALL (mm)= 71.77 71.77 71.77401618> RUNOFF COEFFICIENT = .99 .45 .56901619> 01620> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01621> CN* = 68.0 Ia = Dep. Storage (Above)01622> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01623> THAN THE STORAGE COEFFICIENT.01624> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01625>



01626> --------------------------------------------------------------------------------01627> 001:0067------------------------------------------------------------------------01628> ----------------------01629> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0001630> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001631> ---------------------- U.H. Tp(hrs)= .29001632> 01633> Unit Hyd Qpeak (cms)= .16701634> 01635> PEAK FLOW (cms)= .090 (i)01636> TIME TO PEAK (hrs)= 2.25001637> RUNOFF VOLUME (mm)= 22.76501638> TOTAL RAINFALL (mm)= 71.77401639> RUNOFF COEFFICIENT = .31701640> 01641> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01642> 01643> --------------------------------------------------------------------------------01644> 001:0068------------------------------------------------------------------------01645> ----------------------01646> | CALIB STANDHYD | Area (ha)= 1.0701647> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0001648> ----------------------01649> IMPERVIOUS PERVIOUS (i)01650> Surface Area (ha)= .54 .5401651> Dep. Storage (mm)= .80 5.0001652> Average Slope (%)= 2.00 2.0001653> Length (m)= 84.00 40.0001654> Mannings n = .013 .15001655> 01656> Max.eff.Inten.(mm/hr)= 219.64 67.5901657> over (min) 1.00 7.0001658> Storage Coeff. (min)= 1.36 (ii) 7.44 (ii)01659> Unit Hyd. Tpeak (min)= 1.00 7.0001660> Unit Hyd. peak (cms)= .88 .1601661> *TOTALS*01662> PEAK FLOW (cms)= .32 .07 .358 (iii)01663> TIME TO PEAK (hrs)= 1.92 2.02 1.91701664> RUNOFF VOLUME (mm)= 70.97 23.93 47.45301665> TOTAL RAINFALL (mm)= 71.77 71.77 71.77401666> RUNOFF COEFFICIENT = .99 .33 .66101667> 01668> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01669> CN* = 68.0 Ia = Dep. Storage (Above)01670> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01671> THAN THE STORAGE COEFFICIENT.01672> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01673> 01674> --------------------------------------------------------------------------------01675> 001:0069------------------------------------------------------------------------01676> ----------------------01677> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0001678> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001679> ---------------------- U.H. Tp(hrs)= .16001680> 01681> Unit Hyd Qpeak (cms)= .02601682> 01683> PEAK FLOW (cms)= .011 (i)01684> TIME TO PEAK (hrs)= 2.10001685> RUNOFF VOLUME (mm)= 22.76201686> TOTAL RAINFALL (mm)= 71.77401687> RUNOFF COEFFICIENT = .31701688> 01689> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01690>



01691> --------------------------------------------------------------------------------01692> 001:0070------------------------------------------------------------------------01693> ------------------------01694> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01695> ------------------------ (ha) (cms) (hrs) (mm) (cms)01696> ID1 01:501pipe 4.64 .907 2.02 41.07 .000 01697> +ID2 02:502 6.56 1.385 1.93 40.87 .000 01698> +ID3 03:503Park 1.27 .090 2.25 22.76 .000 01699> +ID4 04:504 1.07 .358 1.92 47.45 .000 01700> +ID5 05:511 .11 .011 2.10 22.76 .000 01701> ===========================================================01702> SUM 06:501+502+50 13.65 2.535 2.00 39.64 .000 01703> 01704> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01705> 01706> --------------------------------------------------------------------------------01707> 001:0071------------------------------------------------------------------------01708> ---------------------01709> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.01710> | IN>06:(501+50) |01711> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========01712> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01713> (cms) (ha.m.) | (cms) (ha.m.)01714> .000 .0000E+00 | .040 .6347E+0001715> .011 .3660E-01 | .043 .7482E+0001716> .019 .1137E+00 | .402 .8678E+0001717> .022 .1542E+00 | .469 .9299E+0001718> .026 .2392E+00 | .576 .1059E+0101719> .029 .2837E+00 | .623 .1126E+0101720> .032 .3768E+00 | .706 .1264E+0101721> .033 .4255E+00 | .905 .1336E+0101722> .036 .5272E+00 | 1.652 .1485E+0101723> .038 .5802E+00 | 2.682 .1640E+0101724> 01725> ROUTING RESULTS AREA QPEAK TPEAK R.V.01726> -------------------- (ha) (cms) (hrs) (mm)01727> INFLOW >06: (501+50) 13.65 2.535 2.000 39.63801728> OUTFLOW<01: (eastpo) 13.65 .036 4.183 39.63801729> 01730> PEAK FLOW REDUCTION [Qout/Qin](%)= 1.41401731> TIME SHIFT OF PEAK FLOW (min)= 131.0001732> MAXIMUM STORAGE USED (ha.m.)=.5082E+0001733> 01734> --------------------------------------------------------------------------------01735> 001:0072------------------------------------------------------------------------01736> ----------------------01737> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0001738> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001739> ---------------------- U.H. Tp(hrs)= .16001740> 01741> Unit Hyd Qpeak (cms)= .11001742> 01743> PEAK FLOW (cms)= .047 (i)01744> TIME TO PEAK (hrs)= 2.10001745> RUNOFF VOLUME (mm)= 22.76501746> TOTAL RAINFALL (mm)= 71.77401747> RUNOFF COEFFICIENT = .31701748> 01749> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01750> 01751> --------------------------------------------------------------------------------01752> 001:0073------------------------------------------------------------------------01753> ----------------------01754> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0001755> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.00



01756> ---------------------- U.H. Tp(hrs)= .29001757> 01758> Unit Hyd Qpeak (cms)= .22101759> 01760> PEAK FLOW (cms)= .119 (i)01761> TIME TO PEAK (hrs)= 2.25001762> RUNOFF VOLUME (mm)= 22.76501763> TOTAL RAINFALL (mm)= 71.77401764> RUNOFF COEFFICIENT = .31701765> 01766> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01767> 01768> --------------------------------------------------------------------------------01769> 001:0074------------------------------------------------------------------------01770> FINISH01771> --------------------------------------------------------------------------------01772> ********************************************************************************01773> WARNINGS / ERRORS / NOTES01774> -------------------------01775> Simulation ended on 2017-05-15 at 17:56:4001776> ================================================================================01777> 01778>



42


West Pond SCS Storm Events


00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 437754900009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: Condeland Engineering Limited +++++++++00025> +++++++++ in any City SERIAL#:4377549 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2017-05-16 TIME: 17:20:38 RUN COUNTER: 000873 *00039> *******************************************************************************00040> * Input filename: X:\Projects\15010\POSTDE~1\scswtpst.dat *00041> * Output filename: X:\Projects\15010\POSTDE~1\scswtpst.out *00042> * Summary filename: X:\Projects\15010\POSTDE~1\scswtpst.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [EDEN OAK (MCNABB) INC.] Project Number: [15-010] 00053> *# Date : 09-20-2015 00054> *# Modeller : [Robert De Angelis, P. Eng.] 00055> *# Company : Condeland Engineering Limited 00056> *# License # : 4377549 00057> *#******************************************************************************00058> --------------------00059> | START | Project dir.: X:\Projects\15010\POSTDE~1\ 00060> -------------------- Rainfall dir.: X:\Projects\15010\POSTDE~1\ 00061> TZERO = .00 hrs on 000062> METOUT= 2 (output = METRIC) 00063> NRUN = 00100064> NSTORM= 000065> --------------------------------------------------------------------------------



00066> 001:0002------------------------------------------------------------------------00067> *# DISCRITIZING THE 24 HOUR DURATION - VARIOUS SCS STORM EVENTS 00068> *# 2-YEAR STM EVENT 00069> ----------------------00070> | CALIB STANDHYD | Area (ha)= 7.5500071> | 06:500 DT= 5.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000072> ----------------------00073> IMPERVIOUS PERVIOUS (i)00074> Surface Area (ha)= 3.85 3.7000075> Dep. Storage (mm)= .80 5.0000076> Average Slope (%)= 2.00 2.0000077> Length (m)= 224.00 40.0000078> Mannings n = .013 .15000079> 00080> New rainfall entered directly by user. 00081> TIME STEP= 5.00 min # of STEPS= 20000082> DURATION =16.67 hrs TOTAL RAIN= 43.87 mm00083> 00084> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00085> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00086> .08 21.420 | 4.25 1.520 | 8.42 1.520 | 12.58 .76000087> .17 1.020 | 4.33 1.520 | 8.50 1.520 | 12.67 .76000088> .25 1.020 | 4.42 1.520 | 8.58 1.520 | 12.75 .76000089> .33 1.020 | 4.50 1.520 | 8.67 1.520 | 12.83 .76000090> .42 1.020 | 4.58 1.520 | 8.75 1.520 | 12.92 .76000091> .50 1.020 | 4.67 1.520 | 8.83 1.520 | 13.00 .76000092> .58 1.020 | 4.75 1.520 | 8.92 1.520 | 13.08 .76000093> .67 1.020 | 4.83 1.520 | 9.00 1.520 | 13.17 .76000094> .75 1.020 | 4.92 1.520 | 9.08 1.520 | 13.25 .76000095> .83 1.020 | 5.00 1.520 | 9.17 1.520 | 13.33 .76000096> .92 1.020 | 5.08 3.050 | 9.25 1.520 | 13.42 .76000097> 1.00 1.020 | 5.17 3.050 | 9.33 1.520 | 13.50 .76000098> 1.08 1.020 | 5.25 3.050 | 9.42 1.520 | 13.58 .76000099> 1.17 1.020 | 5.33 3.050 | 9.50 1.520 | 13.67 .76000100> 1.25 1.020 | 5.42 3.050 | 9.58 1.520 | 13.75 .76000101> 1.33 1.020 | 5.50 3.050 | 9.67 1.520 | 13.83 .76000102> 1.42 1.020 | 5.58 3.050 | 9.75 1.520 | 13.92 .76000103> 1.50 1.020 | 5.67 3.050 | 9.83 1.520 | 14.00 .76000104> 1.58 1.020 | 5.75 3.050 | 9.92 1.520 | 14.08 .76000105> 1.67 1.020 | 5.83 3.050 | 10.00 1.520 | 14.17 .76000106> 1.75 1.020 | 5.92 4.060 | 10.08 1.020 | 14.25 .51000107> 1.83 1.020 | 6.00 4.060 | 10.17 1.020 | 14.33 .51000108> 1.92 1.020 | 6.08 5.840 | 10.25 1.020 | 14.42 .51000109> 2.00 1.020 | 6.17 5.840 | 10.33 1.020 | 14.50 .51000110> 2.08 1.020 | 6.25 13.210 | 10.42 1.020 | 14.58 .51000111> 2.17 1.020 | 6.33 13.210 | 10.50 1.020 | 14.67 .51000112> 2.25 1.020 | 6.42 28.960 | 10.58 1.020 | 14.75 .51000113> 2.33 1.020 | 6.50 28.960 | 10.67 1.020 | 14.83 .51000114> 2.42 1.020 | 6.58 60.450 | 10.75 1.020 | 14.92 .51000115> 2.50 1.020 | 6.67 60.450 | 10.83 1.020 | 15.00 .51000116> 2.58 1.020 | 6.75 10.670 | 10.92 1.020 | 15.08 .51000117> 2.67 1.020 | 6.83 10.670 | 11.00 1.020 | 15.17 .51000118> 2.75 1.020 | 6.92 6.600 | 11.08 1.020 | 15.25 .51000119> 2.83 1.020 | 7.00 6.600 | 11.17 1.020 | 15.33 .51000120> 2.92 1.020 | 7.08 4.830 | 11.25 1.020 | 15.42 .51000121> 3.00 1.020 | 7.17 4.830 | 11.33 1.020 | 15.50 .51000122> 3.08 1.020 | 7.25 4.570 | 11.42 1.020 | 15.58 .51000123> 3.17 1.020 | 7.33 4.570 | 11.50 1.020 | 15.67 .51000124> 3.25 1.020 | 7.42 3.300 | 11.58 1.020 | 15.75 .51000125> 3.33 1.020 | 7.50 3.300 | 11.67 1.020 | 15.83 .51000126> 3.42 1.520 | 7.58 2.790 | 11.75 1.020 | 15.92 .51000127> 3.50 1.520 | 7.67 2.790 | 11.83 1.020 | 16.00 .51000128> 3.58 1.520 | 7.75 2.790 | 11.92 1.020 | 16.08 .51000129> 3.67 1.520 | 7.83 2.790 | 12.00 1.020 | 16.17 .51000130> 3.75 1.520 | 7.92 2.790 | 12.08 1.020 | 16.25 .510



00131> 3.83 1.520 | 8.00 2.790 | 12.17 1.020 | 16.33 .51000132> 3.92 1.520 | 8.08 2.790 | 12.25 1.020 | 16.42 .51000133> 4.00 1.520 | 8.17 2.790 | 12.33 1.020 | 16.50 .51000134> 4.08 1.520 | 8.25 2.790 | 12.42 1.020 | 16.58 .51000135> 4.17 1.520 | 8.33 2.790 | 12.50 1.020 | 16.67 .51000136> 00137> Max.eff.Inten.(mm/hr)= 60.45 36.9900138> over (min) 5.00 10.0000139> Storage Coeff. (min)= 4.12 (ii) 11.85 (ii)00140> Unit Hyd. Tpeak (min)= 5.00 10.0000141> Unit Hyd. peak (cms)= .24 .1000142> *TOTALS*00143> PEAK FLOW (cms)= .27 .23 .479 (iii)00144> TIME TO PEAK (hrs)= 6.67 6.75 6.66700145> RUNOFF VOLUME (mm)= 43.07 14.32 20.65000146> TOTAL RAINFALL (mm)= 43.87 43.87 43.87300147> RUNOFF COEFFICIENT = .98 .33 .47100148> *** WARNING: Storage Coefficient is smaller than DT! 00149> Use a smaller DT or a larger area. 00150> 00151> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00152> CN* = 68.0 Ia = Dep. Storage (Above)00153> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00154> THAN THE STORAGE COEFFICIENT.00155> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00156> 00157> --------------------------------------------------------------------------------00158> 001:0003------------------------------------------------------------------------00159> --------------------00160> | ROUTE PIPE 500pip| PIPE Number = 1.0000161> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000162> | DT= 5.0 min | Length (m)= 64.8000163> -------------------- Slope (m/m)= .0020000164> Manning n = .01300165> 00166> <------------------- TRAVEL TIME TABLE ------------------->00167> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00168> (m) (cu.m.) (cms) (m/s) min00169> .063 .148E+01 .009 .410 2.6400170> .126 .411E+01 .041 .639 1.6900171> .189 .743E+01 .094 .823 1.3100172> .253 .112E+02 .169 .978 1.1000173> .316 .154E+02 .265 1.113 .9700174> .379 .199E+02 .377 1.231 .8800175> .442 .245E+02 .505 1.335 .8100176> .505 .293E+02 .645 1.427 .7600177> .568 .342E+02 .795 1.507 .7200178> .632 .391E+02 .951 1.576 .6900179> .695 .440E+02 1.109 1.634 .6600180> .758 .488E+02 1.266 1.682 .6400181> .821 .534E+02 1.417 1.719 .6300182> .884 .579E+02 1.558 1.744 .6200183> .947 .621E+02 1.683 1.757 .6100184> 1.011 .659E+02 1.785 1.756 .6100185> 1.074 .692E+02 1.855 1.738 .6200186> 1.137 .718E+02 1.876 1.693 .6400187> 1.200 .733E+02 1.745 1.543 .7000188> <---- hydrograph ----> <-pipe / channel->00189> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00190> (ha) (cms) (hrs) (mm) (m) (m/s)00191> INFLOW : ID= 6:500 7.55 .479 6.67 20.650 .429 1.31300192> OUTFLOW: ID= 1:500pip 7.55 .479 6.67 20.650 .429 1.31200193> 00194> 00195> --------------------------------------------------------------------------------



00196> 001:0004------------------------------------------------------------------------00197> ----------------------00198> | CALIB STANDHYD | Area (ha)= .5400199> | 02:505 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000200> ----------------------00201> IMPERVIOUS PERVIOUS (i)00202> Surface Area (ha)= .27 .2700203> Dep. Storage (mm)= .80 5.0000204> Average Slope (%)= 2.00 2.0000205> Length (m)= 60.00 40.0000206> Mannings n = .013 .15000207> 00208> Max.eff.Inten.(mm/hr)= 60.45 11.9700209> over (min) 5.00 15.0000210> Storage Coeff. (min)= 1.87 (ii) 14.01 (ii)00211> Unit Hyd. Tpeak (min)= 5.00 15.0000212> Unit Hyd. peak (cms)= .32 .0800213> *TOTALS*00214> PEAK FLOW (cms)= .05 .01 .050 (iii)00215> TIME TO PEAK (hrs)= 6.67 6.83 6.66700216> RUNOFF VOLUME (mm)= 43.07 9.54 26.30700217> TOTAL RAINFALL (mm)= 43.87 43.87 43.87300218> RUNOFF COEFFICIENT = .98 .22 .60000219> *** WARNING: Storage Coefficient is smaller than DT! 00220> Use a smaller DT or a larger area. 00221> 00222> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00223> CN* = 68.0 Ia = Dep. Storage (Above)00224> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00225> THAN THE STORAGE COEFFICIENT.00226> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00227> 00228> --------------------------------------------------------------------------------00229> 001:0005------------------------------------------------------------------------00230> ------------------------00231> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00232> ------------------------ (ha) (cms) (hrs) (mm) (cms)00233> ID1 01:500pipe 7.55 .479 6.67 20.65 .000 00234> +ID2 02:505 .54 .050 6.67 26.31 .000 00235> ===========================================================00236> SUM 03:tribwestpo 8.09 .529 6.67 21.03 .000 00237> 00238> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00239> 00240> --------------------------------------------------------------------------------00241> 001:0006------------------------------------------------------------------------00242> ---------------------00243> | ROUTE RESERVOIR | Requested routing time step = 5.0 min.00244> | IN>03:(tribwe) |00245> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00246> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00247> (cms) (ha.m.) | (cms) (ha.m.)00248> .000 .0000E+00 | .060 .2089E+0000249> .006 .1670E-01 | .065 .2353E+0000250> .007 .3440E-01 | .069 .2626E+0000251> .008 .5290E-01 | .074 .2911E+0000252> .008 .7230E-01 | .078 .3206E+0000253> .009 .9260E-01 | .086 .3830E+0000254> .033 .1139E+00 | .170 .4160E+0000255> .041 .1362E+00 | .322 .4501E+0000256> .048 .1594E+00 | 1.055 .4854E+0000257> .054 .1837E+00 | .000 .0000E+0000258> 00259> ROUTING RESULTS AREA QPEAK TPEAK R.V.00260> -------------------- (ha) (cms) (hrs) (mm)



00261> INFLOW >03: (tribwe) 8.09 .529 6.667 21.02700262> OUTFLOW<02: (westpo) 8.09 .028 8.500 21.02700263> 00264> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.22800265> TIME SHIFT OF PEAK FLOW (min)= 110.0000266> MAXIMUM STORAGE USED (ha.m.)=.1093E+0000267> 00268> --------------------------------------------------------------------------------00269> 001:0007------------------------------------------------------------------------00270> ----------------------00271> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000272> | 03:509 DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000273> ---------------------- U.H. Tp(hrs)= .08300274> 00275> Unit Hyd Qpeak (cms)= .01500276> 00277> PEAK FLOW (cms)= .002 (i)00278> TIME TO PEAK (hrs)= 6.66700279> RUNOFF VOLUME (mm)= 15.94400280> TOTAL RAINFALL (mm)= 43.87300281> RUNOFF COEFFICIENT = .36300282> 00283> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00284> 00285> *** WARNING: Time step is too large for value of TP. 00286> R.V. may be ok. Peak flow could be off. 00287> --------------------------------------------------------------------------------00288> 001:0008------------------------------------------------------------------------00289> ------------------------00290> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00291> ------------------------ (ha) (cms) (hrs) (mm) (cms)00292> ID1 02:westpond 8.09 .028 8.50 21.03 .000 00293> +ID2 03:509 .03 .002 6.67 15.94 .000 00294> ===========================================================00295> SUM 01:golfview d 8.12 .028 8.50 21.01 .000 00296> 00297> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00298> 00299> --------------------------------------------------------------------------------00300> 001:0009------------------------------------------------------------------------00301> *# 5-YEAR STM EVENT 00302> ----------------------00303> | CALIB STANDHYD | Area (ha)= 7.5500304> | 06:500 DT= 5.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000305> ----------------------00306> IMPERVIOUS PERVIOUS (i)00307> Surface Area (ha)= 3.85 3.7000308> Dep. Storage (mm)= .80 5.0000309> Average Slope (%)= 2.00 2.0000310> Length (m)= 224.00 40.0000311> Mannings n = .013 .15000312> 00313> New rainfall entered directly by user. 00314> TIME STEP= 5.00 min # of STEPS= 20000315> DURATION =16.67 hrs TOTAL RAIN= 52.03 mm00316> 00317> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00318> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00319> .08 31.750 | 4.25 1.780 | 8.42 1.780 | 12.58 1.02000320> .17 1.270 | 4.33 1.780 | 8.50 1.780 | 12.67 1.02000321> .25 1.270 | 4.42 1.780 | 8.58 1.780 | 12.75 1.02000322> .33 1.270 | 4.50 1.780 | 8.67 1.780 | 12.83 1.02000323> .42 1.270 | 4.58 1.780 | 8.75 1.780 | 12.92 1.02000324> .50 1.270 | 4.67 1.780 | 8.83 1.780 | 13.00 1.02000325> .58 1.270 | 4.75 1.780 | 8.92 1.780 | 13.08 1.020



00326> .67 1.270 | 4.83 1.780 | 9.00 1.780 | 13.17 1.02000327> .75 1.270 | 4.92 1.780 | 9.08 1.780 | 13.25 1.02000328> .83 1.270 | 5.00 1.780 | 9.17 1.780 | 13.33 1.02000329> .92 1.270 | 5.08 3.300 | 9.25 1.780 | 13.42 1.02000330> 1.00 1.270 | 5.17 3.300 | 9.33 1.780 | 13.50 1.02000331> 1.08 1.270 | 5.25 3.300 | 9.42 1.780 | 13.58 1.02000332> 1.17 1.270 | 5.33 3.300 | 9.50 1.780 | 13.67 1.02000333> 1.25 1.270 | 5.42 3.300 | 9.58 1.780 | 13.75 1.02000334> 1.33 1.270 | 5.50 3.300 | 9.67 1.780 | 13.83 1.02000335> 1.42 1.270 | 5.58 3.300 | 9.75 1.780 | 13.92 1.02000336> 1.50 1.270 | 5.67 3.300 | 9.83 1.780 | 14.00 1.02000337> 1.58 1.270 | 5.75 3.300 | 9.92 1.780 | 14.08 1.02000338> 1.67 1.270 | 5.83 3.300 | 10.00 1.780 | 14.17 1.02000339> 1.75 1.270 | 5.92 4.570 | 10.08 1.270 | 14.25 .76000340> 1.83 1.270 | 6.00 4.570 | 10.17 1.270 | 14.33 .76000341> 1.92 1.270 | 6.08 6.600 | 10.25 1.270 | 14.42 .76000342> 2.00 1.270 | 6.17 6.600 | 10.33 1.270 | 14.50 .76000343> 2.08 1.270 | 6.25 15.240 | 10.42 1.270 | 14.58 .76000344> 2.17 1.270 | 6.33 15.240 | 10.50 1.270 | 14.67 .76000345> 2.25 1.270 | 6.42 33.270 | 10.58 1.270 | 14.75 .76000346> 2.33 1.270 | 6.50 33.270 | 10.67 1.270 | 14.83 .76000347> 2.42 1.270 | 6.58 69.600 | 10.75 1.270 | 14.92 .76000348> 2.50 1.270 | 6.67 69.600 | 10.83 1.270 | 15.00 .76000349> 2.58 1.270 | 6.75 12.190 | 10.92 1.270 | 15.08 .76000350> 2.67 1.270 | 6.83 12.190 | 11.00 1.270 | 15.17 .76000351> 2.75 1.270 | 6.92 7.620 | 11.08 1.270 | 15.25 .76000352> 2.83 1.270 | 7.00 7.620 | 11.17 1.270 | 15.33 .76000353> 2.92 1.270 | 7.08 5.590 | 11.25 1.270 | 15.42 .76000354> 3.00 1.270 | 7.17 5.590 | 11.33 1.270 | 15.50 .76000355> 3.08 1.270 | 7.25 5.080 | 11.42 1.270 | 15.58 .76000356> 3.17 1.270 | 7.33 5.080 | 11.50 1.270 | 15.67 .76000357> 3.25 1.270 | 7.42 3.810 | 11.58 1.270 | 15.75 .76000358> 3.33 1.270 | 7.50 3.810 | 11.67 1.270 | 15.83 .76000359> 3.42 1.780 | 7.58 3.050 | 11.75 1.270 | 15.92 .76000360> 3.50 1.780 | 7.67 3.050 | 11.83 1.270 | 16.00 .76000361> 3.58 1.780 | 7.75 3.050 | 11.92 1.270 | 16.08 .76000362> 3.67 1.780 | 7.83 3.050 | 12.00 1.270 | 16.17 .76000363> 3.75 1.780 | 7.92 3.050 | 12.08 1.270 | 16.25 .76000364> 3.83 1.780 | 8.00 3.050 | 12.17 1.270 | 16.33 .76000365> 3.92 1.780 | 8.08 3.050 | 12.25 1.270 | 16.42 .76000366> 4.00 1.780 | 8.17 3.050 | 12.33 1.270 | 16.50 .76000367> 4.08 1.780 | 8.25 3.050 | 12.42 1.270 | 16.58 .76000368> 4.17 1.780 | 8.33 3.050 | 12.50 1.270 | 16.67 .76000369> 00370> Max.eff.Inten.(mm/hr)= 69.60 48.3400371> over (min) 5.00 10.0000372> Storage Coeff. (min)= 3.89 (ii) 10.84 (ii)00373> Unit Hyd. Tpeak (min)= 5.00 10.0000374> Unit Hyd. peak (cms)= .25 .1100375> *TOTALS*00376> PEAK FLOW (cms)= .31 .32 .603 (iii)00377> TIME TO PEAK (hrs)= 6.67 6.75 6.66700378> RUNOFF VOLUME (mm)= 51.23 19.28 26.31200379> TOTAL RAINFALL (mm)= 52.03 52.03 52.03500380> RUNOFF COEFFICIENT = .98 .37 .50600381> *** WARNING: Storage Coefficient is smaller than DT! 00382> Use a smaller DT or a larger area. 00383> 00384> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00385> CN* = 68.0 Ia = Dep. Storage (Above)00386> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00387> THAN THE STORAGE COEFFICIENT.00388> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00389> 00390> --------------------------------------------------------------------------------



00391> 001:0010------------------------------------------------------------------------00392> --------------------00393> | ROUTE PIPE 500pip| PIPE Number = 1.0000394> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000395> | DT= 5.0 min | Length (m)= 64.8000396> -------------------- Slope (m/m)= .0020000397> Manning n = .01300398> 00399> <------------------- TRAVEL TIME TABLE ------------------->00400> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00401> (m) (cu.m.) (cms) (m/s) min00402> .063 .148E+01 .009 .410 2.6400403> .126 .411E+01 .041 .639 1.6900404> .189 .743E+01 .094 .823 1.3100405> .253 .112E+02 .169 .978 1.1000406> .316 .154E+02 .265 1.113 .9700407> .379 .199E+02 .377 1.231 .8800408> .442 .245E+02 .505 1.335 .8100409> .505 .293E+02 .645 1.427 .7600410> .568 .342E+02 .795 1.507 .7200411> .632 .391E+02 .951 1.576 .6900412> .695 .440E+02 1.109 1.634 .6600413> .758 .488E+02 1.266 1.682 .6400414> .821 .534E+02 1.417 1.719 .6300415> .884 .579E+02 1.558 1.744 .6200416> .947 .621E+02 1.683 1.757 .6100417> 1.011 .659E+02 1.785 1.756 .6100418> 1.074 .692E+02 1.855 1.738 .6200419> 1.137 .718E+02 1.876 1.693 .6400420> 1.200 .733E+02 1.745 1.543 .7000421> <---- hydrograph ----> <-pipe / channel->00422> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00423> (ha) (cms) (hrs) (mm) (m) (m/s)00424> INFLOW : ID= 6:500 7.55 .603 6.67 26.312 .486 1.39800425> OUTFLOW: ID= 1:500pip 7.55 .603 6.67 26.312 .485 1.39700426> 00427> 00428> --------------------------------------------------------------------------------00429> 001:0011------------------------------------------------------------------------00430> ----------------------00431> | CALIB STANDHYD | Area (ha)= .5400432> | 02:505 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000433> ----------------------00434> IMPERVIOUS PERVIOUS (i)00435> Surface Area (ha)= .27 .2700436> Dep. Storage (mm)= .80 5.0000437> Average Slope (%)= 2.00 2.0000438> Length (m)= 60.00 40.0000439> Mannings n = .013 .15000440> 00441> Max.eff.Inten.(mm/hr)= 69.60 20.7300442> over (min) 5.00 10.0000443> Storage Coeff. (min)= 1.77 (ii) 11.51 (ii)00444> Unit Hyd. Tpeak (min)= 5.00 10.0000445> Unit Hyd. peak (cms)= .32 .1000446> *TOTALS*00447> PEAK FLOW (cms)= .05 .01 .061 (iii)00448> TIME TO PEAK (hrs)= 6.67 6.75 6.66700449> RUNOFF VOLUME (mm)= 51.23 13.28 32.25800450> TOTAL RAINFALL (mm)= 52.03 52.03 52.03500451> RUNOFF COEFFICIENT = .98 .26 .62000452> *** WARNING: Storage Coefficient is smaller than DT! 00453> Use a smaller DT or a larger area. 00454> 00455> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:



00456> CN* = 68.0 Ia = Dep. Storage (Above)00457> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00458> THAN THE STORAGE COEFFICIENT.00459> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00460> 00461> --------------------------------------------------------------------------------00462> 001:0012------------------------------------------------------------------------00463> ------------------------00464> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00465> ------------------------ (ha) (cms) (hrs) (mm) (cms)00466> ID1 01:500pipe 7.55 .603 6.67 26.31 .000 00467> +ID2 02:505 .54 .061 6.67 32.26 .000 00468> ===========================================================00469> SUM 03:tribwestpo 8.09 .664 6.67 26.74 .000 00470> 00471> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00472> 00473> --------------------------------------------------------------------------------00474> 001:0013------------------------------------------------------------------------00475> ---------------------00476> | ROUTE RESERVOIR | Requested routing time step = 5.0 min.00477> | IN>03:(tribwe) |00478> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00479> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00480> (cms) (ha.m.) | (cms) (ha.m.)00481> .000 .0000E+00 | .060 .2089E+0000482> .006 .1670E-01 | .065 .2353E+0000483> .007 .3440E-01 | .069 .2626E+0000484> .008 .5290E-01 | .074 .2911E+0000485> .008 .7230E-01 | .078 .3206E+0000486> .009 .9260E-01 | .086 .3830E+0000487> .033 .1139E+00 | .170 .4160E+0000488> .041 .1362E+00 | .322 .4501E+0000489> .048 .1594E+00 | 1.055 .4854E+0000490> .054 .1837E+00 | .000 .0000E+0000491> 00492> ROUTING RESULTS AREA QPEAK TPEAK R.V.00493> -------------------- (ha) (cms) (hrs) (mm)00494> INFLOW >03: (tribwe) 8.09 .664 6.667 26.74200495> OUTFLOW<02: (westpo) 8.09 .039 8.417 26.74200496> 00497> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.83100498> TIME SHIFT OF PEAK FLOW (min)= 105.0000499> MAXIMUM STORAGE USED (ha.m.)=.1297E+0000500> 00501> --------------------------------------------------------------------------------00502> 001:0014------------------------------------------------------------------------00503> ----------------------00504> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000505> | 03:509 DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000506> ---------------------- U.H. Tp(hrs)= .08300507> 00508> Unit Hyd Qpeak (cms)= .01500509> 00510> PEAK FLOW (cms)= .003 (i)00511> TIME TO PEAK (hrs)= 6.66700512> RUNOFF VOLUME (mm)= 21.70400513> TOTAL RAINFALL (mm)= 52.03500514> RUNOFF COEFFICIENT = .41700515> 00516> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00517> 00518> *** WARNING: Time step is too large for value of TP. 00519> R.V. may be ok. Peak flow could be off. 00520> --------------------------------------------------------------------------------



00521> 001:0015------------------------------------------------------------------------00522> ------------------------00523> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00524> ------------------------ (ha) (cms) (hrs) (mm) (cms)00525> ID1 02:westpond 8.09 .039 8.42 26.74 .000 00526> +ID2 03:509 .03 .003 6.67 21.70 .000 00527> ===========================================================00528> SUM 01:golfview d 8.12 .039 8.42 26.72 .000 00529> 00530> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00531> 00532> --------------------------------------------------------------------------------00533> 001:0016------------------------------------------------------------------------00534> *# 25-YEAR STM EVENT 00535> ----------------------00536> | CALIB STANDHYD | Area (ha)= 7.5500537> | 06:500 DT= 5.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000538> ----------------------00539> IMPERVIOUS PERVIOUS (i)00540> Surface Area (ha)= 3.85 3.7000541> Dep. Storage (mm)= .80 5.0000542> Average Slope (%)= 2.00 2.0000543> Length (m)= 224.00 40.0000544> Mannings n = .013 .15000545> 00546> New rainfall entered directly by user. 00547> TIME STEP= 5.00 min # of STEPS= 20000548> DURATION =16.67 hrs TOTAL RAIN= 79.95 mm00549> 00550> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00551> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00552> .08 42.680 | 4.25 2.790 | 8.42 2.790 | 12.58 1.52000553> .17 2.030 | 4.33 2.790 | 8.50 2.790 | 12.67 1.52000554> .25 2.030 | 4.42 2.790 | 8.58 2.790 | 12.75 1.52000555> .33 2.030 | 4.50 2.790 | 8.67 2.790 | 12.83 1.52000556> .42 2.030 | 4.58 2.790 | 8.75 2.790 | 12.92 1.52000557> .50 2.030 | 4.67 2.790 | 8.83 2.790 | 13.00 1.52000558> .58 2.030 | 4.75 2.790 | 8.92 2.790 | 13.08 1.52000559> .67 2.030 | 4.83 2.790 | 9.00 2.790 | 13.17 1.52000560> .75 2.030 | 4.92 2.790 | 9.08 2.790 | 13.25 1.52000561> .83 2.030 | 5.00 2.790 | 9.17 2.790 | 13.33 1.52000562> .92 2.030 | 5.08 5.080 | 9.25 2.790 | 13.42 1.52000563> 1.00 2.030 | 5.17 5.080 | 9.33 2.790 | 13.50 1.52000564> 1.08 2.030 | 5.25 5.080 | 9.42 2.790 | 13.58 1.52000565> 1.17 2.030 | 5.33 5.080 | 9.50 2.790 | 13.67 1.52000566> 1.25 2.030 | 5.42 5.080 | 9.58 2.790 | 13.75 1.52000567> 1.33 2.030 | 5.50 5.080 | 9.67 2.790 | 13.83 1.52000568> 1.42 2.030 | 5.58 5.080 | 9.75 2.790 | 13.92 1.52000569> 1.50 2.030 | 5.67 5.080 | 9.83 2.790 | 14.00 1.52000570> 1.58 2.030 | 5.75 5.080 | 9.92 2.790 | 14.08 1.52000571> 1.67 2.030 | 5.83 5.080 | 10.00 2.790 | 14.17 1.52000572> 1.75 2.030 | 5.92 7.110 | 10.08 2.030 | 14.25 1.02000573> 1.83 2.030 | 6.00 7.110 | 10.17 2.030 | 14.33 1.02000574> 1.92 2.030 | 6.08 10.410 | 10.25 2.030 | 14.42 1.02000575> 2.00 2.030 | 6.17 10.410 | 10.33 2.030 | 14.50 1.02000576> 2.08 2.030 | 6.25 23.370 | 10.42 2.030 | 14.58 1.02000577> 2.17 2.030 | 6.33 23.370 | 10.50 2.030 | 14.67 1.02000578> 2.25 2.030 | 6.42 51.560 | 10.58 2.030 | 14.75 1.02000579> 2.33 2.030 | 6.50 51.560 | 10.67 2.030 | 14.83 1.02000580> 2.42 2.030 | 6.58 107.440 | 10.75 2.030 | 14.92 1.02000581> 2.50 2.030 | 6.67 107.440 | 10.83 2.030 | 15.00 1.02000582> 2.58 2.030 | 6.75 18.800 | 10.92 2.030 | 15.08 1.02000583> 2.67 2.030 | 6.83 18.800 | 11.00 2.030 | 15.17 1.02000584> 2.75 2.030 | 6.92 11.680 | 11.08 2.030 | 15.25 1.02000585> 2.83 2.030 | 7.00 11.680 | 11.17 2.030 | 15.33 1.020



00586> 2.92 2.030 | 7.08 8.380 | 11.25 2.030 | 15.42 1.02000587> 3.00 2.030 | 7.17 8.380 | 11.33 2.030 | 15.50 1.02000588> 3.08 2.030 | 7.25 8.130 | 11.42 2.030 | 15.58 1.02000589> 3.17 2.030 | 7.33 8.130 | 11.50 2.030 | 15.67 1.02000590> 3.25 2.030 | 7.42 5.590 | 11.58 2.030 | 15.75 1.02000591> 3.33 2.030 | 7.50 5.590 | 11.67 2.030 | 15.83 1.02000592> 3.42 2.790 | 7.58 4.830 | 11.75 2.030 | 15.92 1.02000593> 3.50 2.790 | 7.67 4.830 | 11.83 2.030 | 16.00 1.02000594> 3.58 2.790 | 7.75 4.830 | 11.92 2.030 | 16.08 1.02000595> 3.67 2.790 | 7.83 4.830 | 12.00 2.030 | 16.17 1.02000596> 3.75 2.790 | 7.92 4.830 | 12.08 2.030 | 16.25 1.02000597> 3.83 2.790 | 8.00 4.830 | 12.17 2.030 | 16.33 1.02000598> 3.92 2.790 | 8.08 4.830 | 12.25 2.030 | 16.42 1.02000599> 4.00 2.790 | 8.17 4.830 | 12.33 2.030 | 16.50 1.02000600> 4.08 2.790 | 8.25 4.830 | 12.42 2.030 | 16.58 1.02000601> 4.17 2.790 | 8.33 4.830 | 12.50 2.030 | 16.67 1.02000602> 00603> Max.eff.Inten.(mm/hr)= 107.44 98.1100604> over (min) 5.00 10.0000605> Storage Coeff. (min)= 3.27 (ii) 8.51 (ii)00606> Unit Hyd. Tpeak (min)= 5.00 10.0000607> Unit Hyd. peak (cms)= .27 .1200608> *TOTALS*00609> PEAK FLOW (cms)= .48 .69 1.163 (iii)00610> TIME TO PEAK (hrs)= 6.67 6.75 6.66700611> RUNOFF VOLUME (mm)= 79.15 38.84 47.70700612> TOTAL RAINFALL (mm)= 79.95 79.95 79.94900613> RUNOFF COEFFICIENT = .99 .49 .59700614> *** WARNING: Storage Coefficient is smaller than DT! 00615> Use a smaller DT or a larger area. 00616> 00617> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00618> CN* = 68.0 Ia = Dep. Storage (Above)00619> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00620> THAN THE STORAGE COEFFICIENT.00621> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00622> 00623> --------------------------------------------------------------------------------00624> 001:0017------------------------------------------------------------------------00625> --------------------00626> | ROUTE PIPE 500pip| PIPE Number = 1.0000627> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000628> | DT= 5.0 min | Length (m)= 64.8000629> -------------------- Slope (m/m)= .0020000630> Manning n = .01300631> 00632> <------------------- TRAVEL TIME TABLE ------------------->00633> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00634> (m) (cu.m.) (cms) (m/s) min00635> .063 .148E+01 .009 .410 2.6400636> .126 .411E+01 .041 .639 1.6900637> .189 .743E+01 .094 .823 1.3100638> .253 .112E+02 .169 .978 1.1000639> .316 .154E+02 .265 1.113 .9700640> .379 .199E+02 .377 1.231 .8800641> .442 .245E+02 .505 1.335 .8100642> .505 .293E+02 .645 1.427 .7600643> .568 .342E+02 .795 1.507 .7200644> .632 .391E+02 .951 1.576 .6900645> .695 .440E+02 1.109 1.634 .6600646> .758 .488E+02 1.266 1.682 .6400647> .821 .534E+02 1.417 1.719 .6300648> .884 .579E+02 1.558 1.744 .6200649> .947 .621E+02 1.683 1.757 .6100650> 1.011 .659E+02 1.785 1.756 .61



00651> 1.074 .692E+02 1.855 1.738 .6200652> 1.137 .718E+02 1.876 1.693 .6400653> 1.200 .733E+02 1.745 1.543 .7000654> <---- hydrograph ----> <-pipe / channel->00655> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00656> (ha) (cms) (hrs) (mm) (m) (m/s)00657> INFLOW : ID= 6:500 7.55 1.163 6.67 47.707 .716 1.65000658> OUTFLOW: ID= 1:500pip 7.55 1.163 6.67 47.707 .713 1.64800659> 00660> 00661> --------------------------------------------------------------------------------00662> 001:0018------------------------------------------------------------------------00663> ----------------------00664> | CALIB STANDHYD | Area (ha)= .5400665> | 02:505 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000666> ----------------------00667> IMPERVIOUS PERVIOUS (i)00668> Surface Area (ha)= .27 .2700669> Dep. Storage (mm)= .80 5.0000670> Average Slope (%)= 2.00 2.0000671> Length (m)= 60.00 40.0000672> Mannings n = .013 .15000673> 00674> Max.eff.Inten.(mm/hr)= 107.44 45.7000675> over (min) 5.00 10.0000676> Storage Coeff. (min)= 1.48 (ii) 8.59 (ii)00677> Unit Hyd. Tpeak (min)= 5.00 10.0000678> Unit Hyd. peak (cms)= .33 .1200679> *TOTALS*00680> PEAK FLOW (cms)= .08 .02 .103 (iii)00681> TIME TO PEAK (hrs)= 6.67 6.75 6.66700682> RUNOFF VOLUME (mm)= 79.15 28.88 54.01700683> TOTAL RAINFALL (mm)= 79.95 79.95 79.94900684> RUNOFF COEFFICIENT = .99 .36 .67600685> *** WARNING: Storage Coefficient is smaller than DT! 00686> Use a smaller DT or a larger area. 00687> 00688> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00689> CN* = 68.0 Ia = Dep. Storage (Above)00690> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00691> THAN THE STORAGE COEFFICIENT.00692> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00693> 00694> --------------------------------------------------------------------------------00695> 001:0019------------------------------------------------------------------------00696> ------------------------00697> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00698> ------------------------ (ha) (cms) (hrs) (mm) (cms)00699> ID1 01:500pipe 7.55 1.163 6.67 47.71 .000 00700> +ID2 02:505 .54 .103 6.67 54.02 .000 00701> ===========================================================00702> SUM 03:tribwestpo 8.09 1.266 6.67 48.16 .000 00703> 00704> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00705> 00706> --------------------------------------------------------------------------------00707> 001:0020------------------------------------------------------------------------00708> ---------------------00709> | ROUTE RESERVOIR | Requested routing time step = 5.0 min.00710> | IN>03:(tribwe) |00711> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00712> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00713> (cms) (ha.m.) | (cms) (ha.m.)00714> .000 .0000E+00 | .060 .2089E+0000715> .006 .1670E-01 | .065 .2353E+00



00716> .007 .3440E-01 | .069 .2626E+0000717> .008 .5290E-01 | .074 .2911E+0000718> .008 .7230E-01 | .078 .3206E+0000719> .009 .9260E-01 | .086 .3830E+0000720> .033 .1139E+00 | .170 .4160E+0000721> .041 .1362E+00 | .322 .4501E+0000722> .048 .1594E+00 | 1.055 .4854E+0000723> .054 .1837E+00 | .000 .0000E+0000724> 00725> ROUTING RESULTS AREA QPEAK TPEAK R.V.00726> -------------------- (ha) (cms) (hrs) (mm)00727> INFLOW >03: (tribwe) 8.09 1.266 6.667 48.16200728> OUTFLOW<02: (westpo) 8.09 .065 8.500 48.16200729> 00730> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.17000731> TIME SHIFT OF PEAK FLOW (min)= 110.0000732> MAXIMUM STORAGE USED (ha.m.)=.2398E+0000733> 00734> --------------------------------------------------------------------------------00735> 001:0021------------------------------------------------------------------------00736> ----------------------00737> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000738> | 03:509 DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000739> ---------------------- U.H. Tp(hrs)= .08300740> 00741> Unit Hyd Qpeak (cms)= .01500742> 00743> PEAK FLOW (cms)= .006 (i)00744> TIME TO PEAK (hrs)= 6.66700745> RUNOFF VOLUME (mm)= 43.84900746> TOTAL RAINFALL (mm)= 79.94900747> RUNOFF COEFFICIENT = .54800748> 00749> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00750> 00751> *** WARNING: Time step is too large for value of TP. 00752> R.V. may be ok. Peak flow could be off. 00753> --------------------------------------------------------------------------------00754> 001:0022------------------------------------------------------------------------00755> ------------------------00756> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00757> ------------------------ (ha) (cms) (hrs) (mm) (cms)00758> ID1 02:westpond 8.09 .065 8.50 48.16 .000 00759> +ID2 03:509 .03 .006 6.67 43.85 .000 00760> ===========================================================00761> SUM 01:golfview d 8.12 .066 8.33 48.15 .000 00762> 00763> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00764> 00765> --------------------------------------------------------------------------------00766> 001:0023------------------------------------------------------------------------00767> *# 100-YEAR STM EVENT 00768> ----------------------00769> | CALIB STANDHYD | Area (ha)= 7.5500770> | 06:500 DT= 5.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000771> ----------------------00772> IMPERVIOUS PERVIOUS (i)00773> Surface Area (ha)= 3.85 3.7000774> Dep. Storage (mm)= .80 5.0000775> Average Slope (%)= 2.00 2.0000776> Length (m)= 224.00 40.0000777> Mannings n = .013 .15000778> 00779> New rainfall entered directly by user. 00780> TIME STEP= 5.00 min # of STEPS= 200



00781> DURATION =16.67 hrs TOTAL RAIN= 93.48 mm00782> 00783> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00784> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00785> .08 53.090 | 4.25 3.300 | 8.42 3.300 | 12.58 1.78000786> .17 2.290 | 4.33 3.300 | 8.50 3.300 | 12.67 1.78000787> .25 2.290 | 4.42 3.300 | 8.58 3.300 | 12.75 1.78000788> .33 2.290 | 4.50 3.300 | 8.67 3.300 | 12.83 1.78000789> .42 2.290 | 4.58 3.300 | 8.75 3.300 | 12.92 1.78000790> .50 2.290 | 4.67 3.300 | 8.83 3.300 | 13.00 1.78000791> .58 2.290 | 4.75 3.300 | 8.92 3.300 | 13.08 1.78000792> .67 2.290 | 4.83 3.300 | 9.00 3.300 | 13.17 1.78000793> .75 2.290 | 4.92 3.300 | 9.08 3.300 | 13.25 1.78000794> .83 2.290 | 5.00 3.300 | 9.17 3.300 | 13.33 1.78000795> .92 2.290 | 5.08 6.100 | 9.25 3.300 | 13.42 1.78000796> 1.00 2.290 | 5.17 6.100 | 9.33 3.300 | 13.50 1.78000797> 1.08 2.290 | 5.25 6.100 | 9.42 3.300 | 13.58 1.78000798> 1.17 2.290 | 5.33 6.100 | 9.50 3.300 | 13.67 1.78000799> 1.25 2.290 | 5.42 6.100 | 9.58 3.300 | 13.75 1.78000800> 1.33 2.290 | 5.50 6.100 | 9.67 3.300 | 13.83 1.78000801> 1.42 2.290 | 5.58 6.100 | 9.75 3.300 | 13.92 1.78000802> 1.50 2.290 | 5.67 6.100 | 9.83 3.300 | 14.00 1.78000803> 1.58 2.290 | 5.75 6.100 | 9.92 3.300 | 14.08 1.78000804> 1.67 2.290 | 5.83 6.100 | 10.00 3.300 | 14.17 1.78000805> 1.75 2.290 | 5.92 8.130 | 10.08 2.290 | 14.25 1.27000806> 1.83 2.290 | 6.00 8.130 | 10.17 2.290 | 14.33 1.27000807> 1.92 2.290 | 6.08 11.940 | 10.25 2.290 | 14.42 1.27000808> 2.00 2.290 | 6.17 11.940 | 10.33 2.290 | 14.50 1.27000809> 2.08 2.290 | 6.25 27.430 | 10.42 2.290 | 14.58 1.27000810> 2.17 2.290 | 6.33 27.430 | 10.50 2.290 | 14.67 1.27000811> 2.25 2.290 | 6.42 59.940 | 10.58 2.290 | 14.75 1.27000812> 2.33 2.290 | 6.50 59.940 | 10.67 2.290 | 14.83 1.27000813> 2.42 2.290 | 6.58 125.480 | 10.75 2.290 | 14.92 1.27000814> 2.50 2.290 | 6.67 125.480 | 10.83 2.290 | 15.00 1.27000815> 2.58 2.290 | 6.75 21.480 | 10.92 2.290 | 15.08 1.27000816> 2.67 2.290 | 6.83 21.480 | 11.00 2.290 | 15.17 1.27000817> 2.75 2.290 | 6.92 13.720 | 11.08 2.290 | 15.25 1.27000818> 2.83 2.290 | 7.00 13.720 | 11.17 2.290 | 15.33 1.27000819> 2.92 2.290 | 7.08 9.910 | 11.25 2.290 | 15.42 1.27000820> 3.00 2.290 | 7.17 9.910 | 11.33 2.290 | 15.50 1.27000821> 3.08 2.290 | 7.25 9.400 | 11.42 2.290 | 15.58 1.27000822> 3.17 2.290 | 7.33 9.400 | 11.50 2.290 | 15.67 1.27000823> 3.25 2.290 | 7.42 6.600 | 11.58 2.290 | 15.75 1.27000824> 3.33 2.290 | 7.50 6.600 | 11.67 2.290 | 15.83 1.27000825> 3.42 3.300 | 7.58 5.590 | 11.75 2.290 | 15.92 1.27000826> 3.50 3.300 | 7.67 5.590 | 11.83 2.290 | 16.00 1.27000827> 3.58 3.300 | 7.75 5.590 | 11.92 2.290 | 16.08 1.27000828> 3.67 3.300 | 7.83 5.590 | 12.00 2.290 | 16.17 1.27000829> 3.75 3.300 | 7.92 5.590 | 12.08 2.290 | 16.25 1.27000830> 3.83 3.300 | 8.00 5.590 | 12.17 2.290 | 16.33 1.27000831> 3.92 3.300 | 8.08 5.590 | 12.25 2.290 | 16.42 1.27000832> 4.00 3.300 | 8.17 5.590 | 12.33 2.290 | 16.50 1.27000833> 4.08 3.300 | 8.25 5.590 | 12.42 2.290 | 16.58 1.27000834> 4.17 3.300 | 8.33 5.590 | 12.50 2.290 | 16.67 1.27000835> 00836> Max.eff.Inten.(mm/hr)= 125.48 124.4700837> over (min) 5.00 10.0000838> Storage Coeff. (min)= 3.07 (ii) 7.83 (ii)00839> Unit Hyd. Tpeak (min)= 5.00 10.0000840> Unit Hyd. peak (cms)= .27 .1300841> *TOTALS*00842> PEAK FLOW (cms)= .57 .90 1.462 (iii)00843> TIME TO PEAK (hrs)= 6.67 6.75 6.66700844> RUNOFF VOLUME (mm)= 92.68 49.33 58.87000845> TOTAL RAINFALL (mm)= 93.48 93.48 93.480



00846> RUNOFF COEFFICIENT = .99 .53 .63000847> *** WARNING: Storage Coefficient is smaller than DT! 00848> Use a smaller DT or a larger area. 00849> 00850> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00851> CN* = 68.0 Ia = Dep. Storage (Above)00852> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00853> THAN THE STORAGE COEFFICIENT.00854> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00855> 00856> --------------------------------------------------------------------------------00857> 001:0024------------------------------------------------------------------------00858> --------------------00859> | ROUTE PIPE 500pip| PIPE Number = 1.0000860> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000861> | DT= 5.0 min | Length (m)= 64.8000862> -------------------- Slope (m/m)= .0020000863> Manning n = .01300864> 00865> <------------------- TRAVEL TIME TABLE ------------------->00866> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00867> (m) (cu.m.) (cms) (m/s) min00868> .063 .148E+01 .009 .410 2.6400869> .126 .411E+01 .041 .639 1.6900870> .189 .743E+01 .094 .823 1.3100871> .253 .112E+02 .169 .978 1.1000872> .316 .154E+02 .265 1.113 .9700873> .379 .199E+02 .377 1.231 .8800874> .442 .245E+02 .505 1.335 .8100875> .505 .293E+02 .645 1.427 .7600876> .568 .342E+02 .795 1.507 .7200877> .632 .391E+02 .951 1.576 .6900878> .695 .440E+02 1.109 1.634 .6600879> .758 .488E+02 1.266 1.682 .6400880> .821 .534E+02 1.417 1.719 .6300881> .884 .579E+02 1.558 1.744 .6200882> .947 .621E+02 1.683 1.757 .6100883> 1.011 .659E+02 1.785 1.756 .6100884> 1.074 .692E+02 1.855 1.738 .6200885> 1.137 .718E+02 1.876 1.693 .6400886> 1.200 .733E+02 1.745 1.543 .7000887> <---- hydrograph ----> <-pipe / channel->00888> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00889> (ha) (cms) (hrs) (mm) (m) (m/s)00890> INFLOW : ID= 6:500 7.55 1.462 6.67 58.870 .841 1.72700891> OUTFLOW: ID= 1:500pip 7.55 1.459 6.67 58.870 .841 1.72700892> 00893> 00894> --------------------------------------------------------------------------------00895> 001:0025------------------------------------------------------------------------00896> ----------------------00897> | CALIB STANDHYD | Area (ha)= .5400898> | 02:505 DT= 5.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000899> ----------------------00900> IMPERVIOUS PERVIOUS (i)00901> Surface Area (ha)= .27 .2700902> Dep. Storage (mm)= .80 5.0000903> Average Slope (%)= 2.00 2.0000904> Length (m)= 60.00 40.0000905> Mannings n = .013 .15000906> 00907> Max.eff.Inten.(mm/hr)= 125.48 59.6400908> over (min) 5.00 10.0000909> Storage Coeff. (min)= 1.39 (ii) 7.78 (ii)00910> Unit Hyd. Tpeak (min)= 5.00 10.00



00911> Unit Hyd. peak (cms)= .33 .1300912> *TOTALS*00913> PEAK FLOW (cms)= .09 .03 .125 (iii)00914> TIME TO PEAK (hrs)= 6.67 6.75 6.66700915> RUNOFF VOLUME (mm)= 92.68 37.64 65.15800916> TOTAL RAINFALL (mm)= 93.48 93.48 93.48000917> RUNOFF COEFFICIENT = .99 .40 .69700918> *** WARNING: Storage Coefficient is smaller than DT! 00919> Use a smaller DT or a larger area. 00920> 00921> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00922> CN* = 68.0 Ia = Dep. Storage (Above)00923> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00924> THAN THE STORAGE COEFFICIENT.00925> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00926> 00927> --------------------------------------------------------------------------------00928> 001:0026------------------------------------------------------------------------00929> ------------------------00930> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00931> ------------------------ (ha) (cms) (hrs) (mm) (cms)00932> ID1 01:500pipe 7.55 1.459 6.67 58.87 .000 00933> +ID2 02:505 .54 .125 6.67 65.16 .000 00934> ===========================================================00935> SUM 03:tribwestpo 8.09 1.584 6.67 59.44 .000 00936> 00937> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00938> 00939> --------------------------------------------------------------------------------00940> 001:0027------------------------------------------------------------------------00941> ---------------------00942> | ROUTE RESERVOIR | Requested routing time step = 5.0 min.00943> | IN>03:(tribwe) |00944> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00945> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00946> (cms) (ha.m.) | (cms) (ha.m.)00947> .000 .0000E+00 | .060 .2089E+0000948> .006 .1670E-01 | .065 .2353E+0000949> .007 .3440E-01 | .069 .2626E+0000950> .008 .5290E-01 | .074 .2911E+0000951> .008 .7230E-01 | .078 .3206E+0000952> .009 .9260E-01 | .086 .3830E+0000953> .033 .1139E+00 | .170 .4160E+0000954> .041 .1362E+00 | .322 .4501E+0000955> .048 .1594E+00 | 1.055 .4854E+0000956> .054 .1837E+00 | .000 .0000E+0000957> 00958> ROUTING RESULTS AREA QPEAK TPEAK R.V.00959> -------------------- (ha) (cms) (hrs) (mm)00960> INFLOW >03: (tribwe) 8.09 1.584 6.667 59.43600961> OUTFLOW<02: (westpo) 8.09 .075 8.500 59.43600962> 00963> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.75100964> TIME SHIFT OF PEAK FLOW (min)= 110.0000965> MAXIMUM STORAGE USED (ha.m.)=.3006E+0000966> 00967> --------------------------------------------------------------------------------00968> 001:0028------------------------------------------------------------------------00969> ----------------------00970> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000971> | 03:509 DT= 5.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000972> ---------------------- U.H. Tp(hrs)= .08300973> 00974> Unit Hyd Qpeak (cms)= .01500975>



00976> PEAK FLOW (cms)= .008 (i)00977> TIME TO PEAK (hrs)= 6.66700978> RUNOFF VOLUME (mm)= 55.45200979> TOTAL RAINFALL (mm)= 93.48000980> RUNOFF COEFFICIENT = .59300981> 00982> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00983> 00984> *** WARNING: Time step is too large for value of TP. 00985> R.V. may be ok. Peak flow could be off. 00986> --------------------------------------------------------------------------------00987> 001:0029------------------------------------------------------------------------00988> ------------------------00989> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00990> ------------------------ (ha) (cms) (hrs) (mm) (cms)00991> ID1 02:westpond 8.09 .075 8.50 59.44 .000 00992> +ID2 03:509 .03 .008 6.67 55.45 .000 00993> ===========================================================00994> SUM 01:golfview d 8.12 .076 8.33 59.42 .000 00995> 00996> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00997> 00998> --------------------------------------------------------------------------------00999> 001:0030------------------------------------------------------------------------01000> FINISH01001> --------------------------------------------------------------------------------01002> ********************************************************************************01003> WARNINGS / ERRORS / NOTES01004> -------------------------01005> 001:0002 CALIB STANDHYD 01006> *** WARNING: Storage Coefficient is smaller than DT! 01007> Use a smaller DT or a larger area. 01008> 001:0004 CALIB STANDHYD 01009> *** WARNING: Storage Coefficient is smaller than DT! 01010> Use a smaller DT or a larger area. 01011> 001:0007 CALIB NASHYD 01012> *** WARNING: Time step is too large for value of TP. 01013> R.V. may be ok. Peak flow could be off. 01014> 001:0009 CALIB STANDHYD 01015> *** WARNING: Storage Coefficient is smaller than DT! 01016> Use a smaller DT or a larger area. 01017> 001:0011 CALIB STANDHYD 01018> *** WARNING: Storage Coefficient is smaller than DT! 01019> Use a smaller DT or a larger area. 01020> 001:0014 CALIB NASHYD 01021> *** WARNING: Time step is too large for value of TP. 01022> R.V. may be ok. Peak flow could be off. 01023> 001:0016 CALIB STANDHYD 01024> *** WARNING: Storage Coefficient is smaller than DT! 01025> Use a smaller DT or a larger area. 01026> 001:0018 CALIB STANDHYD 01027> *** WARNING: Storage Coefficient is smaller than DT! 01028> Use a smaller DT or a larger area. 01029> 001:0021 CALIB NASHYD 01030> *** WARNING: Time step is too large for value of TP. 01031> R.V. may be ok. Peak flow could be off. 01032> 001:0023 CALIB STANDHYD 01033> *** WARNING: Storage Coefficient is smaller than DT! 01034> Use a smaller DT or a larger area. 01035> 001:0025 CALIB STANDHYD 01036> *** WARNING: Storage Coefficient is smaller than DT! 01037> Use a smaller DT or a larger area. 01038> 001:0028 CALIB NASHYD 01039> *** WARNING: Time step is too large for value of TP. 01040> R.V. may be ok. Peak flow could be off.



01041> Simulation ended on 2017-05-16 at 17:20:3901042> ================================================================================01043> 01044>



43


West Pond Chicago Storm Events


00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 437754900009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: Condeland Engineering Limited +++++++++00025> +++++++++ in any City SERIAL#:4377549 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2017-05-15 TIME: 15:13:26 RUN COUNTER: 000867 *00039> *******************************************************************************00040> * Input filename: X:\Projects\15010\POSTDE~1\chwstpst.dat *00041> * Output filename: X:\Projects\15010\POSTDE~1\chwstpst.out *00042> * Summary filename: X:\Projects\15010\POSTDE~1\chwstpst.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [EDEN OAK (MCNABB) INC.] Project Number: [15-010] 00053> *# Date : 09-20-2015 00054> *# Modeller : [Robert De Angelis, P. Eng.] 00055> *# Company : Condeland Engineering Limited 00056> *# License # : 4377549 00057> *#******************************************************************************00058> --------------------00059> | START | Project dir.: X:\Projects\15010\POSTDE~1\ 00060> -------------------- Rainfall dir.: X:\Projects\15010\POSTDE~1\ 00061> TZERO = .00 hrs on 000062> METOUT= 2 (output = METRIC) 00063> NRUN = 00100064> NSTORM= 000065> --------------------------------------------------------------------------------



00066> 001:0002------------------------------------------------------------------------00067> *# DISCRITIZING THE 4 HOUR DURATION - VARIOUS CHICAGO STORM EVENTS 00068> *# 2-YEAR STM EVENT 00069> --------------------00070> | CHICAGO STORM | IDF curve parameters: A= 807.44000071> | Ptotal= 33.76 mm | B= 6.75000072> -------------------- C= .82800073> used in: INTENSITY = A / (t + B)^C00074> 00075> Duration of storm = 4.00 hrs00076> Storm time step = 5.00 min00077> Time to peak ratio = .4700078> 00079> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00080> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00081> .08 1.684 | 1.08 3.578 | 2.08 21.585 | 3.08 2.87900082> .17 1.757 | 1.17 3.975 | 2.17 14.067 | 3.17 2.69400083> .25 1.839 | 1.25 4.477 | 2.25 10.354 | 3.25 2.53300084> .33 1.929 | 1.33 5.132 | 2.33 8.174 | 3.33 2.39100085> .42 2.029 | 1.42 6.022 | 2.42 6.752 | 3.42 2.26500086> .50 2.141 | 1.50 7.297 | 2.50 5.755 | 3.50 2.15200087> .58 2.267 | 1.58 9.264 | 2.58 5.019 | 3.58 2.05100088> .67 2.411 | 1.67 12.658 | 2.67 4.454 | 3.67 1.96000089> .75 2.575 | 1.75 19.710 | 2.75 4.007 | 3.75 1.87700090> .83 2.766 | 1.83 41.150 | 2.83 3.645 | 3.83 1.80100091> .92 2.990 | 1.92 104.983 | 2.92 3.346 | 3.92 1.73200092> 1.00 3.256 | 2.00 42.957 | 3.00 3.094 | 4.00 1.66800093> 00094> --------------------------------------------------------------------------------00095> 001:0003------------------------------------------------------------------------00096> ----------------------00097> | CALIB STANDHYD | Area (ha)= 7.5500098> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000099> ----------------------00100> IMPERVIOUS PERVIOUS (i)00101> Surface Area (ha)= 3.85 3.7000102> Dep. Storage (mm)= .80 5.0000103> Average Slope (%)= 2.00 2.0000104> Length (m)= 224.00 40.0000105> Mannings n = .013 .15000106> 00107> Max.eff.Inten.(mm/hr)= 104.98 33.1600108> over (min) 3.00 11.0000109> Storage Coeff. (min)= 3.30 (ii) 11.38 (ii)00110> Unit Hyd. Tpeak (min)= 3.00 11.0000111> Unit Hyd. peak (cms)= .35 .1000112> *TOTALS*00113> PEAK FLOW (cms)= .39 .21 .475 (iii)00114> TIME TO PEAK (hrs)= 1.93 2.08 1.93300115> RUNOFF VOLUME (mm)= 32.96 8.87 14.16800116> TOTAL RAINFALL (mm)= 33.76 33.76 33.75800117> RUNOFF COEFFICIENT = .98 .26 .42000118> 00119> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00120> CN* = 68.0 Ia = Dep. Storage (Above)00121> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00122> THAN THE STORAGE COEFFICIENT.00123> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00124> 00125> --------------------------------------------------------------------------------00126> 001:0004------------------------------------------------------------------------00127> --------------------00128> | ROUTE PIPE 500pip| PIPE Number = 1.0000129> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000130> | DT= 1.0 min | Length (m)= 64.80

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00131> -------------------- Slope (m/m)= .0020000132> Manning n = .01300133> 00134> <------------------- TRAVEL TIME TABLE ------------------->00135> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00136> (m) (cu.m.) (cms) (m/s) min00137> .063 .148E+01 .009 .410 2.6400138> .126 .411E+01 .041 .639 1.6900139> .189 .743E+01 .094 .823 1.3100140> .253 .112E+02 .169 .978 1.1000141> .316 .154E+02 .265 1.113 .9700142> .379 .199E+02 .377 1.231 .8800143> .442 .245E+02 .505 1.335 .8100144> .505 .293E+02 .645 1.427 .7600145> .568 .342E+02 .795 1.507 .7200146> .632 .391E+02 .951 1.576 .6900147> .695 .440E+02 1.109 1.634 .6600148> .758 .488E+02 1.266 1.682 .6400149> .821 .534E+02 1.417 1.719 .6300150> .884 .579E+02 1.558 1.744 .6200151> .947 .621E+02 1.683 1.757 .6100152> 1.011 .659E+02 1.785 1.756 .6100153> 1.074 .692E+02 1.855 1.738 .6200154> 1.137 .718E+02 1.876 1.693 .6400155> 1.200 .733E+02 1.745 1.543 .7000156> <---- hydrograph ----> <-pipe / channel->00157> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00158> (ha) (cms) (hrs) (mm) (m) (m/s)00159> INFLOW : ID= 6:500 7.55 .475 1.93 14.168 .427 1.31000160> OUTFLOW: ID= 1:500pip 7.55 .465 1.95 14.168 .424 1.30300161> 00162> 00163> --------------------------------------------------------------------------------00164> 001:0005------------------------------------------------------------------------00165> ----------------------00166> | CALIB STANDHYD | Area (ha)= .5400167> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000168> ----------------------00169> IMPERVIOUS PERVIOUS (i)00170> Surface Area (ha)= .27 .2700171> Dep. Storage (mm)= .80 5.0000172> Average Slope (%)= 2.00 2.0000173> Length (m)= 60.00 40.0000174> Mannings n = .013 .15000175> 00176> Max.eff.Inten.(mm/hr)= 104.98 11.3300177> over (min) 1.00 14.0000178> Storage Coeff. (min)= 1.50 (ii) 13.91 (ii)00179> Unit Hyd. Tpeak (min)= 1.00 14.0000180> Unit Hyd. peak (cms)= .83 .0800181> *TOTALS*00182> PEAK FLOW (cms)= .08 .01 .078 (iii)00183> TIME TO PEAK (hrs)= 1.92 2.17 1.91700184> RUNOFF VOLUME (mm)= 32.96 5.58 19.26800185> TOTAL RAINFALL (mm)= 33.76 33.76 33.75800186> RUNOFF COEFFICIENT = .98 .17 .57100187> 00188> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00189> CN* = 68.0 Ia = Dep. Storage (Above)00190> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00191> THAN THE STORAGE COEFFICIENT.00192> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00193> 00194> --------------------------------------------------------------------------------00195> 001:0006------------------------------------------------------------------------



00196> ------------------------00197> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00198> ------------------------ (ha) (cms) (hrs) (mm) (cms)00199> ID1 01:500pipe 7.55 .465 1.95 14.17 .000 00200> +ID2 02:505 .54 .078 1.92 19.27 .000 00201> ===========================================================00202> SUM 03:tribwestpo 8.09 .513 1.93 14.51 .000 00203> 00204> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00205> 00206> --------------------------------------------------------------------------------00207> 001:0007------------------------------------------------------------------------00208> ---------------------00209> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00210> | IN>03:(tribwe) |00211> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00212> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00213> (cms) (ha.m.) | (cms) (ha.m.)00214> .000 .0000E+00 | .060 .2089E+0000215> .006 .1670E-01 | .065 .2353E+0000216> .007 .3440E-01 | .069 .2626E+0000217> .008 .5290E-01 | .074 .2911E+0000218> .008 .7230E-01 | .078 .3206E+0000219> .009 .9260E-01 | .086 .3830E+0000220> .033 .1139E+00 | .170 .4160E+0000221> .041 .1362E+00 | .322 .4501E+0000222> .048 .1594E+00 | 1.055 .4854E+0000223> .054 .1837E+00 | .000 .0000E+0000224> 00225> ROUTING RESULTS AREA QPEAK TPEAK R.V.00226> -------------------- (ha) (cms) (hrs) (mm)00227> INFLOW >03: (tribwe) 8.09 .513 1.933 14.50800228> OUTFLOW<02: (westpo) 8.09 .022 4.050 14.50800229> 00230> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.19100231> TIME SHIFT OF PEAK FLOW (min)= 127.0000232> MAXIMUM STORAGE USED (ha.m.)=.1038E+0000233> 00234> --------------------------------------------------------------------------------00235> 001:0008------------------------------------------------------------------------00236> ----------------------00237> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000238> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000239> ---------------------- U.H. Tp(hrs)= .08300240> 00241> Unit Hyd Qpeak (cms)= .01500242> 00243> PEAK FLOW (cms)= .002 (i)00244> TIME TO PEAK (hrs)= 2.00000245> RUNOFF VOLUME (mm)= 9.52300246> TOTAL RAINFALL (mm)= 33.75800247> RUNOFF COEFFICIENT = .28200248> 00249> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00250> 00251> --------------------------------------------------------------------------------00252> 001:0009------------------------------------------------------------------------00253> ------------------------00254> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00255> ------------------------ (ha) (cms) (hrs) (mm) (cms)00256> ID1 02:westpond 8.09 .022 4.05 14.51 .000 00257> +ID2 03:509 .03 .002 2.00 9.52 .000 00258> ===========================================================00259> SUM 01:golfview d 8.12 .022 4.03 14.49 .000 00260>



00261> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00262> 00263> --------------------------------------------------------------------------------00264> 001:0010------------------------------------------------------------------------00265> *# 5-YEAR STM EVENT 00266> --------------------00267> | CHICAGO STORM | IDF curve parameters: A=1135.40000268> | Ptotal= 44.08 mm | B= 7.50000269> -------------------- C= .84100270> used in: INTENSITY = A / (t + B)^C00271> 00272> Duration of storm = 4.00 hrs00273> Storm time step = 5.00 min00274> Time to peak ratio = .4700275> 00276> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00277> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00278> .08 2.085 | 1.08 4.556 | 2.08 28.981 | 3.08 3.63600279> .17 2.180 | 1.17 5.083 | 2.17 18.761 | 3.17 3.39400280> .25 2.284 | 1.25 5.752 | 2.25 13.701 | 3.25 3.18300281> .33 2.400 | 1.33 6.629 | 2.33 10.737 | 3.33 2.99800282> .42 2.529 | 1.42 7.825 | 2.42 8.810 | 3.42 2.83400283> .50 2.674 | 1.50 9.548 | 2.50 7.465 | 3.50 2.68900284> .58 2.838 | 1.58 12.218 | 2.58 6.477 | 3.58 2.55800285> .67 3.024 | 1.67 16.841 | 2.67 5.721 | 3.67 2.44000286> .75 3.239 | 1.75 26.437 | 2.75 5.126 | 3.75 2.33300287> .83 3.488 | 1.83 55.079 | 2.83 4.646 | 3.83 2.23600288> .92 3.781 | 1.92 135.721 | 2.92 4.250 | 3.92 2.14700289> 1.00 4.131 | 2.00 57.476 | 3.00 3.918 | 4.00 2.06500290> 00291> --------------------------------------------------------------------------------00292> 001:0011------------------------------------------------------------------------00293> ----------------------00294> | CALIB STANDHYD | Area (ha)= 7.5500295> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000296> ----------------------00297> IMPERVIOUS PERVIOUS (i)00298> Surface Area (ha)= 3.85 3.7000299> Dep. Storage (mm)= .80 5.0000300> Average Slope (%)= 2.00 2.0000301> Length (m)= 224.00 40.0000302> Mannings n = .013 .15000303> 00304> Max.eff.Inten.(mm/hr)= 135.72 59.4500305> over (min) 3.00 9.0000306> Storage Coeff. (min)= 2.98 (ii) 9.38 (ii)00307> Unit Hyd. Tpeak (min)= 3.00 9.0000308> Unit Hyd. peak (cms)= .38 .1200309> *TOTALS*00310> PEAK FLOW (cms)= .52 .39 .726 (iii)00311> TIME TO PEAK (hrs)= 1.93 2.05 1.95000312> RUNOFF VOLUME (mm)= 43.28 14.44 20.78600313> TOTAL RAINFALL (mm)= 44.08 44.08 44.07700314> RUNOFF COEFFICIENT = .98 .33 .47200315> 00316> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00317> CN* = 68.0 Ia = Dep. Storage (Above)00318> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00319> THAN THE STORAGE COEFFICIENT.00320> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00321> 00322> --------------------------------------------------------------------------------00323> 001:0012------------------------------------------------------------------------00324> --------------------00325> | ROUTE PIPE 500pip| PIPE Number = 1.00

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00326> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000327> | DT= 1.0 min | Length (m)= 64.8000328> -------------------- Slope (m/m)= .0020000329> Manning n = .01300330> 00331> <------------------- TRAVEL TIME TABLE ------------------->00332> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00333> (m) (cu.m.) (cms) (m/s) min00334> .063 .148E+01 .009 .410 2.6400335> .126 .411E+01 .041 .639 1.6900336> .189 .743E+01 .094 .823 1.3100337> .253 .112E+02 .169 .978 1.1000338> .316 .154E+02 .265 1.113 .9700339> .379 .199E+02 .377 1.231 .8800340> .442 .245E+02 .505 1.335 .8100341> .505 .293E+02 .645 1.427 .7600342> .568 .342E+02 .795 1.507 .7200343> .632 .391E+02 .951 1.576 .6900344> .695 .440E+02 1.109 1.634 .6600345> .758 .488E+02 1.266 1.682 .6400346> .821 .534E+02 1.417 1.719 .6300347> .884 .579E+02 1.558 1.744 .6200348> .947 .621E+02 1.683 1.757 .6100349> 1.011 .659E+02 1.785 1.756 .6100350> 1.074 .692E+02 1.855 1.738 .6200351> 1.137 .718E+02 1.876 1.693 .6400352> 1.200 .733E+02 1.745 1.543 .7000353> <---- hydrograph ----> <-pipe / channel->00354> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00355> (ha) (cms) (hrs) (mm) (m) (m/s)00356> INFLOW : ID= 6:500 7.55 .726 1.95 20.786 .539 1.46900357> OUTFLOW: ID= 1:500pip 7.55 .713 1.95 20.786 .533 1.46100358> 00359> 00360> --------------------------------------------------------------------------------00361> 001:0013------------------------------------------------------------------------00362> ----------------------00363> | CALIB STANDHYD | Area (ha)= .5400364> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000365> ----------------------00366> IMPERVIOUS PERVIOUS (i)00367> Surface Area (ha)= .27 .2700368> Dep. Storage (mm)= .80 5.0000369> Average Slope (%)= 2.00 2.0000370> Length (m)= 60.00 40.0000371> Mannings n = .013 .15000372> 00373> Max.eff.Inten.(mm/hr)= 135.72 22.5500374> over (min) 1.00 11.0000375> Storage Coeff. (min)= 1.35 (ii) 10.78 (ii)00376> Unit Hyd. Tpeak (min)= 1.00 11.0000377> Unit Hyd. peak (cms)= .89 .1000378> *TOTALS*00379> PEAK FLOW (cms)= .10 .01 .104 (iii)00380> TIME TO PEAK (hrs)= 1.92 2.08 1.91700381> RUNOFF VOLUME (mm)= 43.28 9.63 26.45200382> TOTAL RAINFALL (mm)= 44.08 44.08 44.07700383> RUNOFF COEFFICIENT = .98 .22 .60000384> 00385> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00386> CN* = 68.0 Ia = Dep. Storage (Above)00387> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00388> THAN THE STORAGE COEFFICIENT.00389> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00390>



00391> --------------------------------------------------------------------------------00392> 001:0014------------------------------------------------------------------------00393> ------------------------00394> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00395> ------------------------ (ha) (cms) (hrs) (mm) (cms)00396> ID1 01:500pipe 7.55 .713 1.95 20.79 .000 00397> +ID2 02:505 .54 .104 1.92 26.45 .000 00398> ===========================================================00399> SUM 03:tribwestpo 8.09 .774 1.95 21.17 .000 00400> 00401> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00402> 00403> --------------------------------------------------------------------------------00404> 001:0015------------------------------------------------------------------------00405> ---------------------00406> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00407> | IN>03:(tribwe) |00408> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00409> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00410> (cms) (ha.m.) | (cms) (ha.m.)00411> .000 .0000E+00 | .060 .2089E+0000412> .006 .1670E-01 | .065 .2353E+0000413> .007 .3440E-01 | .069 .2626E+0000414> .008 .5290E-01 | .074 .2911E+0000415> .008 .7230E-01 | .078 .3206E+0000416> .009 .9260E-01 | .086 .3830E+0000417> .033 .1139E+00 | .170 .4160E+0000418> .041 .1362E+00 | .322 .4501E+0000419> .048 .1594E+00 | 1.055 .4854E+0000420> .054 .1837E+00 | .000 .0000E+0000421> 00422> ROUTING RESULTS AREA QPEAK TPEAK R.V.00423> -------------------- (ha) (cms) (hrs) (mm)00424> INFLOW >03: (tribwe) 8.09 .774 1.950 21.17300425> OUTFLOW<02: (westpo) 8.09 .043 3.567 21.17200426> 00427> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.52200428> TIME SHIFT OF PEAK FLOW (min)= 97.0000429> MAXIMUM STORAGE USED (ha.m.)=.1413E+0000430> 00431> --------------------------------------------------------------------------------00432> 001:0016------------------------------------------------------------------------00433> ----------------------00434> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000435> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000436> ---------------------- U.H. Tp(hrs)= .08300437> 00438> Unit Hyd Qpeak (cms)= .01500439> 00440> PEAK FLOW (cms)= .003 (i)00441> TIME TO PEAK (hrs)= 2.00000442> RUNOFF VOLUME (mm)= 16.08000443> TOTAL RAINFALL (mm)= 44.07700444> RUNOFF COEFFICIENT = .36500445> 00446> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00447> 00448> --------------------------------------------------------------------------------00449> 001:0017------------------------------------------------------------------------00450> ------------------------00451> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00452> ------------------------ (ha) (cms) (hrs) (mm) (cms)00453> ID1 02:westpond 8.09 .043 3.57 21.17 .000 00454> +ID2 03:509 .03 .003 2.00 16.08 .000 00455> ===========================================================



00456> SUM 01:golfview d 8.12 .043 3.55 21.15 .000 00457> 00458> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00459> 00460> --------------------------------------------------------------------------------00461> 001:0018------------------------------------------------------------------------00462> *# 10-YEAR STM EVENT 00463> --------------------00464> | CHICAGO STORM | IDF curve parameters: A=1387.00000465> | Ptotal= 50.60 mm | B= 7.97000466> -------------------- C= .85200467> used in: INTENSITY = A / (t + B)^C00468> 00469> Duration of storm = 4.00 hrs00470> Storm time step = 5.00 min00471> Time to peak ratio = .4700472> 00473> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00474> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00475> .08 2.277 | 1.08 5.094 | 2.08 33.876 | 3.08 4.03700476> .17 2.383 | 1.17 5.702 | 2.17 21.793 | 3.17 3.76000477> .25 2.501 | 1.25 6.477 | 2.25 15.809 | 3.25 3.51900478> .33 2.632 | 1.33 7.497 | 2.33 12.313 | 3.33 3.30900479> .42 2.777 | 1.42 8.895 | 2.42 10.048 | 3.42 3.12300480> .50 2.941 | 1.50 10.915 | 2.50 8.473 | 3.50 2.95700481> .58 3.127 | 1.58 14.059 | 2.58 7.320 | 3.58 2.81000482> .67 3.339 | 1.67 19.522 | 2.67 6.442 | 3.67 2.67600483> .75 3.583 | 1.75 30.871 | 2.75 5.752 | 3.75 2.55600484> .83 3.867 | 1.83 64.450 | 2.83 5.197 | 3.83 2.44600485> .92 4.203 | 1.92 156.261 | 2.92 4.741 | 3.92 2.34600486> 1.00 4.604 | 2.00 67.251 | 3.00 4.360 | 4.00 2.25400487> 00488> --------------------------------------------------------------------------------00489> 001:0019------------------------------------------------------------------------00490> ----------------------00491> | CALIB STANDHYD | Area (ha)= 7.5500492> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000493> ----------------------00494> IMPERVIOUS PERVIOUS (i)00495> Surface Area (ha)= 3.85 3.7000496> Dep. Storage (mm)= .80 5.0000497> Average Slope (%)= 2.00 2.0000498> Length (m)= 224.00 40.0000499> Mannings n = .013 .15000500> 00501> Max.eff.Inten.(mm/hr)= 156.26 76.6000502> over (min) 3.00 9.0000503> Storage Coeff. (min)= 2.82 (ii) 8.60 (ii)00504> Unit Hyd. Tpeak (min)= 3.00 9.0000505> Unit Hyd. peak (cms)= .39 .1300506> *TOTALS*00507> PEAK FLOW (cms)= .61 .52 .896 (iii)00508> TIME TO PEAK (hrs)= 1.93 2.05 1.95000509> RUNOFF VOLUME (mm)= 49.79 18.38 25.28800510> TOTAL RAINFALL (mm)= 50.60 50.60 50.59500511> RUNOFF COEFFICIENT = .98 .36 .50000512> 00513> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00514> CN* = 68.0 Ia = Dep. Storage (Above)00515> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00516> THAN THE STORAGE COEFFICIENT.00517> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00518> 00519> --------------------------------------------------------------------------------00520> 001:0020------------------------------------------------------------------------

robert.deangelis

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00521> --------------------00522> | ROUTE PIPE 500pip| PIPE Number = 1.0000523> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000524> | DT= 1.0 min | Length (m)= 64.8000525> -------------------- Slope (m/m)= .0020000526> Manning n = .01300527> 00528> <------------------- TRAVEL TIME TABLE ------------------->00529> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00530> (m) (cu.m.) (cms) (m/s) min00531> .063 .148E+01 .009 .410 2.6400532> .126 .411E+01 .041 .639 1.6900533> .189 .743E+01 .094 .823 1.3100534> .253 .112E+02 .169 .978 1.1000535> .316 .154E+02 .265 1.113 .9700536> .379 .199E+02 .377 1.231 .8800537> .442 .245E+02 .505 1.335 .8100538> .505 .293E+02 .645 1.427 .7600539> .568 .342E+02 .795 1.507 .7200540> .632 .391E+02 .951 1.576 .6900541> .695 .440E+02 1.109 1.634 .6600542> .758 .488E+02 1.266 1.682 .6400543> .821 .534E+02 1.417 1.719 .6300544> .884 .579E+02 1.558 1.744 .6200545> .947 .621E+02 1.683 1.757 .6100546> 1.011 .659E+02 1.785 1.756 .6100547> 1.074 .692E+02 1.855 1.738 .6200548> 1.137 .718E+02 1.876 1.693 .6400549> 1.200 .733E+02 1.745 1.543 .7000550> <---- hydrograph ----> <-pipe / channel->00551> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00552> (ha) (cms) (hrs) (mm) (m) (m/s)00553> INFLOW : ID= 6:500 7.55 .896 1.95 25.288 .609 1.55100554> OUTFLOW: ID= 1:500pip 7.55 .880 1.95 25.288 .601 1.54200555> 00556> 00557> --------------------------------------------------------------------------------00558> 001:0021------------------------------------------------------------------------00559> ----------------------00560> | CALIB STANDHYD | Area (ha)= .5400561> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000562> ----------------------00563> IMPERVIOUS PERVIOUS (i)00564> Surface Area (ha)= .27 .2700565> Dep. Storage (mm)= .80 5.0000566> Average Slope (%)= 2.00 2.0000567> Length (m)= 60.00 40.0000568> Mannings n = .013 .15000569> 00570> Max.eff.Inten.(mm/hr)= 156.26 32.4200571> over (min) 1.00 9.0000572> Storage Coeff. (min)= 1.28 (ii) 9.43 (ii)00573> Unit Hyd. Tpeak (min)= 1.00 9.0000574> Unit Hyd. peak (cms)= .92 .1200575> *TOTALS*00576> PEAK FLOW (cms)= .12 .02 .122 (iii)00577> TIME TO PEAK (hrs)= 1.92 2.05 1.91700578> RUNOFF VOLUME (mm)= 49.79 12.59 31.19200579> TOTAL RAINFALL (mm)= 50.60 50.60 50.59500580> RUNOFF COEFFICIENT = .98 .25 .61700581> 00582> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00583> CN* = 68.0 Ia = Dep. Storage (Above)00584> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00585> THAN THE STORAGE COEFFICIENT.



00586> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00587> 00588> --------------------------------------------------------------------------------00589> 001:0022------------------------------------------------------------------------00590> ------------------------00591> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00592> ------------------------ (ha) (cms) (hrs) (mm) (cms)00593> ID1 01:500pipe 7.55 .880 1.95 25.29 .000 00594> +ID2 02:505 .54 .122 1.92 31.19 .000 00595> ===========================================================00596> SUM 03:tribwestpo 8.09 .953 1.95 25.71 .000 00597> 00598> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00599> 00600> --------------------------------------------------------------------------------00601> 001:0023------------------------------------------------------------------------00602> ---------------------00603> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00604> | IN>03:(tribwe) |00605> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00606> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00607> (cms) (ha.m.) | (cms) (ha.m.)00608> .000 .0000E+00 | .060 .2089E+0000609> .006 .1670E-01 | .065 .2353E+0000610> .007 .3440E-01 | .069 .2626E+0000611> .008 .5290E-01 | .074 .2911E+0000612> .008 .7230E-01 | .078 .3206E+0000613> .009 .9260E-01 | .086 .3830E+0000614> .033 .1139E+00 | .170 .4160E+0000615> .041 .1362E+00 | .322 .4501E+0000616> .048 .1594E+00 | 1.055 .4854E+0000617> .054 .1837E+00 | .000 .0000E+0000618> 00619> ROUTING RESULTS AREA QPEAK TPEAK R.V.00620> -------------------- (ha) (cms) (hrs) (mm)00621> INFLOW >03: (tribwe) 8.09 .953 1.950 25.70700622> OUTFLOW<02: (westpo) 8.09 .051 3.517 25.70700623> 00624> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.36500625> TIME SHIFT OF PEAK FLOW (min)= 94.0000626> MAXIMUM STORAGE USED (ha.m.)=.1713E+0000627> 00628> --------------------------------------------------------------------------------00629> 001:0024------------------------------------------------------------------------00630> ----------------------00631> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000632> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000633> ---------------------- U.H. Tp(hrs)= .08300634> 00635> Unit Hyd Qpeak (cms)= .01500636> 00637> PEAK FLOW (cms)= .004 (i)00638> TIME TO PEAK (hrs)= 2.00000639> RUNOFF VOLUME (mm)= 20.65800640> TOTAL RAINFALL (mm)= 50.59500641> RUNOFF COEFFICIENT = .40800642> 00643> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00644> 00645> --------------------------------------------------------------------------------00646> 001:0025------------------------------------------------------------------------00647> ------------------------00648> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00649> ------------------------ (ha) (cms) (hrs) (mm) (cms)00650> ID1 02:westpond 8.09 .051 3.52 25.71 .000



00651> +ID2 03:509 .03 .004 2.00 20.66 .000 00652> ===========================================================00653> SUM 01:golfview d 8.12 .051 3.48 25.69 .000 00654> 00655> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00656> 00657> --------------------------------------------------------------------------------00658> 001:0026------------------------------------------------------------------------00659> *# 25-YEAR STM EVENT 00660> --------------------00661> | CHICAGO STORM | IDF curve parameters: A=1676.20000662> | Ptotal= 59.09 mm | B= 8.30000663> -------------------- C= .85800664> used in: INTENSITY = A / (t + B)^C00665> 00666> Duration of storm = 4.00 hrs00667> Storm time step = 5.00 min00668> Time to peak ratio = .4700669> 00670> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00671> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00672> .08 2.589 | 1.08 5.874 | 2.08 40.025 | 3.08 4.63600673> .17 2.712 | 1.17 6.589 | 2.17 25.678 | 3.17 4.31200674> .25 2.848 | 1.25 7.502 | 2.25 18.565 | 3.25 4.03100675> .33 2.999 | 1.33 8.705 | 2.33 14.411 | 3.33 3.78600676> .42 3.168 | 1.42 10.358 | 2.42 11.725 | 3.42 3.57000677> .50 3.359 | 1.50 12.752 | 2.50 9.859 | 3.50 3.37800678> .58 3.574 | 1.58 16.485 | 2.58 8.496 | 3.58 3.20600679> .67 3.821 | 1.67 22.978 | 2.67 7.460 | 3.67 3.05100680> .75 4.106 | 1.75 36.460 | 2.75 6.648 | 3.75 2.91200681> .83 4.438 | 1.83 76.040 | 2.83 5.996 | 3.83 2.78500682> .92 4.830 | 1.92 181.996 | 2.92 5.460 | 3.92 2.66900683> 1.00 5.300 | 2.00 79.331 | 3.00 5.014 | 4.00 2.56300684> 00685> --------------------------------------------------------------------------------00686> 001:0027------------------------------------------------------------------------00687> ----------------------00688> | CALIB STANDHYD | Area (ha)= 7.5500689> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000690> ----------------------00691> IMPERVIOUS PERVIOUS (i)00692> Surface Area (ha)= 3.85 3.7000693> Dep. Storage (mm)= .80 5.0000694> Average Slope (%)= 2.00 2.0000695> Length (m)= 224.00 40.0000696> Mannings n = .013 .15000697> 00698> Max.eff.Inten.(mm/hr)= 182.00 103.8700699> over (min) 3.00 8.0000700> Storage Coeff. (min)= 2.65 (ii) 7.77 (ii)00701> Unit Hyd. Tpeak (min)= 3.00 8.0000702> Unit Hyd. peak (cms)= .41 .1400703> *TOTALS*00704> PEAK FLOW (cms)= .71 .72 1.176 (iii)00705> TIME TO PEAK (hrs)= 1.93 2.03 1.95000706> RUNOFF VOLUME (mm)= 58.29 23.89 31.45500707> TOTAL RAINFALL (mm)= 59.09 59.09 59.08800708> RUNOFF COEFFICIENT = .99 .40 .53200709> 00710> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00711> CN* = 68.0 Ia = Dep. Storage (Above)00712> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00713> THAN THE STORAGE COEFFICIENT.00714> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00715>

robert.deangelis

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00716> --------------------------------------------------------------------------------00717> 001:0028------------------------------------------------------------------------00718> --------------------00719> | ROUTE PIPE 500pip| PIPE Number = 1.0000720> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000721> | DT= 1.0 min | Length (m)= 64.8000722> -------------------- Slope (m/m)= .0020000723> Manning n = .01300724> 00725> <------------------- TRAVEL TIME TABLE ------------------->00726> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00727> (m) (cu.m.) (cms) (m/s) min00728> .063 .148E+01 .009 .410 2.6400729> .126 .411E+01 .041 .639 1.6900730> .189 .743E+01 .094 .823 1.3100731> .253 .112E+02 .169 .978 1.1000732> .316 .154E+02 .265 1.113 .9700733> .379 .199E+02 .377 1.231 .8800734> .442 .245E+02 .505 1.335 .8100735> .505 .293E+02 .645 1.427 .7600736> .568 .342E+02 .795 1.507 .7200737> .632 .391E+02 .951 1.576 .6900738> .695 .440E+02 1.109 1.634 .6600739> .758 .488E+02 1.266 1.682 .6400740> .821 .534E+02 1.417 1.719 .6300741> .884 .579E+02 1.558 1.744 .6200742> .947 .621E+02 1.683 1.757 .6100743> 1.011 .659E+02 1.785 1.756 .6100744> 1.074 .692E+02 1.855 1.738 .6200745> 1.137 .718E+02 1.876 1.693 .6400746> 1.200 .733E+02 1.745 1.543 .7000747> <---- hydrograph ----> <-pipe / channel->00748> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00749> (ha) (cms) (hrs) (mm) (m) (m/s)00750> INFLOW : ID= 6:500 7.55 1.176 1.95 31.455 .722 1.65400751> OUTFLOW: ID= 1:500pip 7.55 1.153 1.95 31.455 .709 1.64500752> 00753> 00754> --------------------------------------------------------------------------------00755> 001:0029------------------------------------------------------------------------00756> ----------------------00757> | CALIB STANDHYD | Area (ha)= .5400758> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000759> ----------------------00760> IMPERVIOUS PERVIOUS (i)00761> Surface Area (ha)= .27 .2700762> Dep. Storage (mm)= .80 5.0000763> Average Slope (%)= 2.00 2.0000764> Length (m)= 60.00 40.0000765> Mannings n = .013 .15000766> 00767> Max.eff.Inten.(mm/hr)= 182.00 45.1800768> over (min) 1.00 8.0000769> Storage Coeff. (min)= 1.20 (ii) 8.34 (ii)00770> Unit Hyd. Tpeak (min)= 1.00 8.0000771> Unit Hyd. peak (cms)= .96 .1400772> *TOTALS*00773> PEAK FLOW (cms)= .14 .02 .146 (iii)00774> TIME TO PEAK (hrs)= 1.92 2.03 1.91700775> RUNOFF VOLUME (mm)= 58.29 16.85 37.56900776> TOTAL RAINFALL (mm)= 59.09 59.09 59.08800777> RUNOFF COEFFICIENT = .99 .29 .63600778> 00779> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00780> CN* = 68.0 Ia = Dep. Storage (Above)



00781> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00782> THAN THE STORAGE COEFFICIENT.00783> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00784> 00785> --------------------------------------------------------------------------------00786> 001:0030------------------------------------------------------------------------00787> ------------------------00788> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00789> ------------------------ (ha) (cms) (hrs) (mm) (cms)00790> ID1 01:500pipe 7.55 1.153 1.95 31.45 .000 00791> +ID2 02:505 .54 .146 1.92 37.57 .000 00792> ===========================================================00793> SUM 03:tribwestpo 8.09 1.242 1.95 31.89 .000 00794> 00795> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00796> 00797> --------------------------------------------------------------------------------00798> 001:0031------------------------------------------------------------------------00799> ---------------------00800> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00801> | IN>03:(tribwe) |00802> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00803> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00804> (cms) (ha.m.) | (cms) (ha.m.)00805> .000 .0000E+00 | .060 .2089E+0000806> .006 .1670E-01 | .065 .2353E+0000807> .007 .3440E-01 | .069 .2626E+0000808> .008 .5290E-01 | .074 .2911E+0000809> .008 .7230E-01 | .078 .3206E+0000810> .009 .9260E-01 | .086 .3830E+0000811> .033 .1139E+00 | .170 .4160E+0000812> .041 .1362E+00 | .322 .4501E+0000813> .048 .1594E+00 | 1.055 .4854E+0000814> .054 .1837E+00 | .000 .0000E+0000815> 00816> ROUTING RESULTS AREA QPEAK TPEAK R.V.00817> -------------------- (ha) (cms) (hrs) (mm)00818> INFLOW >03: (tribwe) 8.09 1.242 1.950 31.89500819> OUTFLOW<02: (westpo) 8.09 .061 3.517 31.89500820> 00821> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.88100822> TIME SHIFT OF PEAK FLOW (min)= 94.0000823> MAXIMUM STORAGE USED (ha.m.)=.2137E+0000824> 00825> --------------------------------------------------------------------------------00826> 001:0032------------------------------------------------------------------------00827> ----------------------00828> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000829> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000830> ---------------------- U.H. Tp(hrs)= .08300831> 00832> Unit Hyd Qpeak (cms)= .01500833> 00834> PEAK FLOW (cms)= .006 (i)00835> TIME TO PEAK (hrs)= 1.98300836> RUNOFF VOLUME (mm)= 26.99800837> TOTAL RAINFALL (mm)= 59.08800838> RUNOFF COEFFICIENT = .45700839> 00840> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00841> 00842> --------------------------------------------------------------------------------00843> 001:0033------------------------------------------------------------------------00844> ------------------------00845> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF



00846> ------------------------ (ha) (cms) (hrs) (mm) (cms)00847> ID1 02:westpond 8.09 .061 3.52 31.89 .000 00848> +ID2 03:509 .03 .006 1.98 27.00 .000 00849> ===========================================================00850> SUM 01:golfview d 8.12 .061 3.47 31.88 .000 00851> 00852> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00853> 00854> --------------------------------------------------------------------------------00855> 001:0034------------------------------------------------------------------------00856> *# 50-YEAR STM EVENT 00857> --------------------00858> | CHICAGO STORM | IDF curve parameters: A=1973.10000859> | Ptotal= 65.66 mm | B= 9.00000860> -------------------- C= .86800861> used in: INTENSITY = A / (t + B)^C00862> 00863> Duration of storm = 4.00 hrs00864> Storm time step = 5.00 min00865> Time to peak ratio = .4700866> 00867> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00868> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00869> .08 2.756 | 1.08 6.419 | 2.08 45.480 | 3.08 5.02700870> .17 2.891 | 1.17 7.227 | 2.17 29.095 | 3.17 4.66500871> .25 3.041 | 1.25 8.262 | 2.25 20.930 | 3.25 4.35200872> .33 3.207 | 1.33 9.631 | 2.33 16.161 | 3.33 4.07900873> .42 3.394 | 1.42 11.517 | 2.42 13.080 | 3.42 3.83900874> .50 3.605 | 1.50 14.257 | 2.50 10.947 | 3.50 3.62600875> .58 3.844 | 1.58 18.541 | 2.58 9.393 | 3.58 3.43500876> .67 4.118 | 1.67 25.997 | 2.67 8.215 | 3.67 3.26500877> .75 4.435 | 1.75 41.420 | 2.75 7.294 | 3.75 3.11100878> .83 4.806 | 1.83 85.856 | 2.83 6.556 | 3.83 2.97100879> .92 5.245 | 1.92 199.669 | 2.92 5.953 | 3.92 2.84400880> 1.00 5.773 | 2.00 89.526 | 3.00 5.451 | 4.00 2.72700881> 00882> --------------------------------------------------------------------------------00883> 001:0035------------------------------------------------------------------------00884> ----------------------00885> | CALIB STANDHYD | Area (ha)= 7.5500886> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000887> ----------------------00888> IMPERVIOUS PERVIOUS (i)00889> Surface Area (ha)= 3.85 3.7000890> Dep. Storage (mm)= .80 5.0000891> Average Slope (%)= 2.00 2.0000892> Length (m)= 224.00 40.0000893> Mannings n = .013 .15000894> 00895> Max.eff.Inten.(mm/hr)= 199.67 129.0200896> over (min) 3.00 7.0000897> Storage Coeff. (min)= 2.55 (ii) 7.24 (ii)00898> Unit Hyd. Tpeak (min)= 3.00 7.0000899> Unit Hyd. peak (cms)= .42 .1600900> *TOTALS*00901> PEAK FLOW (cms)= .79 .89 1.443 (iii)00902> TIME TO PEAK (hrs)= 1.93 2.02 1.95000903> RUNOFF VOLUME (mm)= 64.86 28.40 36.42500904> TOTAL RAINFALL (mm)= 65.66 65.66 65.66100905> RUNOFF COEFFICIENT = .99 .43 .55500906> 00907> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00908> CN* = 68.0 Ia = Dep. Storage (Above)00909> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00910> THAN THE STORAGE COEFFICIENT.

robert.deangelis

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00911> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00912> 00913> --------------------------------------------------------------------------------00914> 001:0036------------------------------------------------------------------------00915> --------------------00916> | ROUTE PIPE 500pip| PIPE Number = 1.0000917> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0000918> | DT= 1.0 min | Length (m)= 64.8000919> -------------------- Slope (m/m)= .0020000920> Manning n = .01300921> 00922> <------------------- TRAVEL TIME TABLE ------------------->00923> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00924> (m) (cu.m.) (cms) (m/s) min00925> .063 .148E+01 .009 .410 2.6400926> .126 .411E+01 .041 .639 1.6900927> .189 .743E+01 .094 .823 1.3100928> .253 .112E+02 .169 .978 1.1000929> .316 .154E+02 .265 1.113 .9700930> .379 .199E+02 .377 1.231 .8800931> .442 .245E+02 .505 1.335 .8100932> .505 .293E+02 .645 1.427 .7600933> .568 .342E+02 .795 1.507 .7200934> .632 .391E+02 .951 1.576 .6900935> .695 .440E+02 1.109 1.634 .6600936> .758 .488E+02 1.266 1.682 .6400937> .821 .534E+02 1.417 1.719 .6300938> .884 .579E+02 1.558 1.744 .6200939> .947 .621E+02 1.683 1.757 .6100940> 1.011 .659E+02 1.785 1.756 .6100941> 1.074 .692E+02 1.855 1.738 .6200942> 1.137 .718E+02 1.876 1.693 .6400943> 1.200 .733E+02 1.745 1.543 .7000944> <---- hydrograph ----> <-pipe / channel->00945> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00946> (ha) (cms) (hrs) (mm) (m) (m/s)00947> INFLOW : ID= 6:500 7.55 1.443 1.95 36.425 .832 1.72300948> OUTFLOW: ID= 1:500pip 7.55 1.411 1.95 36.425 .815 1.71500949> 00950> 00951> --------------------------------------------------------------------------------00952> 001:0037------------------------------------------------------------------------00953> ----------------------00954> | CALIB STANDHYD | Area (ha)= .5400955> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000956> ----------------------00957> IMPERVIOUS PERVIOUS (i)00958> Surface Area (ha)= .27 .2700959> Dep. Storage (mm)= .80 5.0000960> Average Slope (%)= 2.00 2.0000961> Length (m)= 60.00 40.0000962> Mannings n = .013 .15000963> 00964> Max.eff.Inten.(mm/hr)= 199.67 54.6900965> over (min) 1.00 8.0000966> Storage Coeff. (min)= 1.16 (ii) 7.77 (ii)00967> Unit Hyd. Tpeak (min)= 1.00 8.0000968> Unit Hyd. peak (cms)= .98 .1400969> *TOTALS*00970> PEAK FLOW (cms)= .15 .03 .162 (iii)00971> TIME TO PEAK (hrs)= 1.92 2.03 1.91700972> RUNOFF VOLUME (mm)= 64.86 20.42 42.64100973> TOTAL RAINFALL (mm)= 65.66 65.66 65.66100974> RUNOFF COEFFICIENT = .99 .31 .64900975>



00976> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00977> CN* = 68.0 Ia = Dep. Storage (Above)00978> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00979> THAN THE STORAGE COEFFICIENT.00980> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00981> 00982> --------------------------------------------------------------------------------00983> 001:0038------------------------------------------------------------------------00984> ------------------------00985> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00986> ------------------------ (ha) (cms) (hrs) (mm) (cms)00987> ID1 01:500pipe 7.55 1.411 1.95 36.43 .000 00988> +ID2 02:505 .54 .162 1.92 42.64 .000 00989> ===========================================================00990> SUM 03:tribwestpo 8.09 1.512 1.95 36.88 .000 00991> 00992> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00993> 00994> --------------------------------------------------------------------------------00995> 001:0039------------------------------------------------------------------------00996> ---------------------00997> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00998> | IN>03:(tribwe) |00999> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========01000> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01001> (cms) (ha.m.) | (cms) (ha.m.)01002> .000 .0000E+00 | .060 .2089E+0001003> .006 .1670E-01 | .065 .2353E+0001004> .007 .3440E-01 | .069 .2626E+0001005> .008 .5290E-01 | .074 .2911E+0001006> .008 .7230E-01 | .078 .3206E+0001007> .009 .9260E-01 | .086 .3830E+0001008> .033 .1139E+00 | .170 .4160E+0001009> .041 .1362E+00 | .322 .4501E+0001010> .048 .1594E+00 | 1.055 .4854E+0001011> .054 .1837E+00 | .000 .0000E+0001012> 01013> ROUTING RESULTS AREA QPEAK TPEAK R.V.01014> -------------------- (ha) (cms) (hrs) (mm)01015> INFLOW >03: (tribwe) 8.09 1.512 1.950 36.88001016> OUTFLOW<02: (westpo) 8.09 .067 3.517 36.87901017> 01018> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.43501019> TIME SHIFT OF PEAK FLOW (min)= 94.0001020> MAXIMUM STORAGE USED (ha.m.)=.2490E+0001021> 01022> --------------------------------------------------------------------------------01023> 001:0040------------------------------------------------------------------------01024> ----------------------01025> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0001026> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001027> ---------------------- U.H. Tp(hrs)= .08301028> 01029> Unit Hyd Qpeak (cms)= .01501030> 01031> PEAK FLOW (cms)= .007 (i)01032> TIME TO PEAK (hrs)= 1.98301033> RUNOFF VOLUME (mm)= 32.14201034> TOTAL RAINFALL (mm)= 65.66101035> RUNOFF COEFFICIENT = .49001036> 01037> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01038> 01039> --------------------------------------------------------------------------------01040> 001:0041------------------------------------------------------------------------



01041> ------------------------01042> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01043> ------------------------ (ha) (cms) (hrs) (mm) (cms)01044> ID1 02:westpond 8.09 .067 3.52 36.88 .000 01045> +ID2 03:509 .03 .007 1.98 32.14 .000 01046> ===========================================================01047> SUM 01:golfview d 8.12 .067 3.45 36.86 .000 01048> 01049> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01050> 01051> --------------------------------------------------------------------------------01052> 001:0042------------------------------------------------------------------------01053> *# 100-YEAR STM EVENT 01054> --------------------01055> | CHICAGO STORM | IDF curve parameters: A=2193.10001056> | Ptotal= 71.77 mm | B= 9.04001057> -------------------- C= .87101058> used in: INTENSITY = A / (t + B)^C01059> 01060> Duration of storm = 4.00 hrs01061> Storm time step = 5.00 min01062> Time to peak ratio = .4701063> 01064> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01065> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01066> .08 2.962 | 1.08 6.945 | 2.08 49.845 | 3.08 5.42801067> .17 3.109 | 1.17 7.826 | 2.17 31.814 | 3.17 5.03401068> .25 3.271 | 1.25 8.956 | 2.25 22.839 | 3.25 4.69401069> .33 3.451 | 1.33 10.452 | 2.33 17.605 | 3.33 4.39701070> .42 3.654 | 1.42 12.516 | 2.42 14.228 | 3.42 4.13601071> .50 3.882 | 1.50 15.518 | 2.50 11.892 | 3.50 3.90501072> .58 4.142 | 1.58 20.217 | 2.58 10.192 | 3.58 3.69901073> .67 4.439 | 1.67 28.408 | 2.67 8.904 | 3.67 3.51401074> .75 4.784 | 1.75 45.375 | 2.75 7.899 | 3.75 3.34701075> .83 5.187 | 1.83 94.318 | 2.83 7.094 | 3.83 3.19501076> .92 5.665 | 1.92 219.635 | 2.92 6.436 | 3.92 3.05701077> 1.00 6.240 | 2.00 98.361 | 3.00 5.890 | 4.00 2.93101078> 01079> --------------------------------------------------------------------------------01080> 001:0043------------------------------------------------------------------------01081> ----------------------01082> | CALIB STANDHYD | Area (ha)= 7.5501083> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0001084> ----------------------01085> IMPERVIOUS PERVIOUS (i)01086> Surface Area (ha)= 3.85 3.7001087> Dep. Storage (mm)= .80 5.0001088> Average Slope (%)= 2.00 2.0001089> Length (m)= 224.00 40.0001090> Mannings n = .013 .15001091> 01092> Max.eff.Inten.(mm/hr)= 219.64 150.2801093> over (min) 2.00 7.0001094> Storage Coeff. (min)= 2.46 (ii) 6.87 (ii)01095> Unit Hyd. Tpeak (min)= 2.00 7.0001096> Unit Hyd. peak (cms)= .49 .1601097> *TOTALS*01098> PEAK FLOW (cms)= .91 1.06 1.599 (iii)01099> TIME TO PEAK (hrs)= 1.92 2.02 1.93301100> RUNOFF VOLUME (mm)= 70.97 32.77 41.17901101> TOTAL RAINFALL (mm)= 71.77 71.77 71.77401102> RUNOFF COEFFICIENT = .99 .46 .57401103> 01104> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01105> CN* = 68.0 Ia = Dep. Storage (Above)

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01106> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01107> THAN THE STORAGE COEFFICIENT.01108> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01109> 01110> --------------------------------------------------------------------------------01111> 001:0044------------------------------------------------------------------------01112> --------------------01113> | ROUTE PIPE 500pip| PIPE Number = 1.0001114> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0001115> | DT= 1.0 min | Length (m)= 64.8001116> -------------------- Slope (m/m)= .0020001117> Manning n = .01301118> 01119> <------------------- TRAVEL TIME TABLE ------------------->01120> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 01121> (m) (cu.m.) (cms) (m/s) min01122> .063 .148E+01 .009 .410 2.6401123> .126 .411E+01 .041 .639 1.6901124> .189 .743E+01 .094 .823 1.3101125> .253 .112E+02 .169 .978 1.1001126> .316 .154E+02 .265 1.113 .9701127> .379 .199E+02 .377 1.231 .8801128> .442 .245E+02 .505 1.335 .8101129> .505 .293E+02 .645 1.427 .7601130> .568 .342E+02 .795 1.507 .7201131> .632 .391E+02 .951 1.576 .6901132> .695 .440E+02 1.109 1.634 .6601133> .758 .488E+02 1.266 1.682 .6401134> .821 .534E+02 1.417 1.719 .6301135> .884 .579E+02 1.558 1.744 .6201136> .947 .621E+02 1.683 1.757 .6101137> 1.011 .659E+02 1.785 1.756 .6101138> 1.074 .692E+02 1.855 1.738 .6201139> 1.137 .718E+02 1.876 1.693 .6401140> 1.200 .733E+02 1.745 1.543 .7001141> <---- hydrograph ----> <-pipe / channel->01142> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL01143> (ha) (cms) (hrs) (mm) (m) (m/s)01144> INFLOW : ID= 6:500 7.55 1.599 1.93 41.179 .905 1.74901145> OUTFLOW: ID= 1:500pip 7.55 1.577 1.98 41.179 .897 1.74701146> 01147> 01148> --------------------------------------------------------------------------------01149> 001:0045------------------------------------------------------------------------01150> ----------------------01151> | CALIB STANDHYD | Area (ha)= .5401152> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0001153> ----------------------01154> IMPERVIOUS PERVIOUS (i)01155> Surface Area (ha)= .27 .2701156> Dep. Storage (mm)= .80 5.0001157> Average Slope (%)= 2.00 2.0001158> Length (m)= 60.00 40.0001159> Mannings n = .013 .15001160> 01161> Max.eff.Inten.(mm/hr)= 219.64 67.5901162> over (min) 1.00 7.0001163> Storage Coeff. (min)= 1.11 (ii) 7.19 (ii)01164> Unit Hyd. Tpeak (min)= 1.00 7.0001165> Unit Hyd. peak (cms)= 1.01 .1601166> *TOTALS*01167> PEAK FLOW (cms)= .16 .03 .182 (iii)01168> TIME TO PEAK (hrs)= 1.92 2.02 1.91701169> RUNOFF VOLUME (mm)= 70.97 23.93 47.45301170> TOTAL RAINFALL (mm)= 71.77 71.77 71.774



01171> RUNOFF COEFFICIENT = .99 .33 .66101172> 01173> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01174> CN* = 68.0 Ia = Dep. Storage (Above)01175> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01176> THAN THE STORAGE COEFFICIENT.01177> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01178> 01179> --------------------------------------------------------------------------------01180> 001:0046------------------------------------------------------------------------01181> ------------------------01182> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01183> ------------------------ (ha) (cms) (hrs) (mm) (cms)01184> ID1 01:500pipe 7.55 1.577 1.98 41.18 .000 01185> +ID2 02:505 .54 .182 1.92 47.45 .000 01186> ===========================================================01187> SUM 03:tribwestpo 8.09 1.695 1.93 41.64 .000 01188> 01189> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01190> 01191> --------------------------------------------------------------------------------01192> 001:0047------------------------------------------------------------------------01193> ---------------------01194> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.01195> | IN>03:(tribwe) |01196> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========01197> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01198> (cms) (ha.m.) | (cms) (ha.m.)01199> .000 .0000E+00 | .060 .2089E+0001200> .006 .1670E-01 | .065 .2353E+0001201> .007 .3440E-01 | .069 .2626E+0001202> .008 .5290E-01 | .074 .2911E+0001203> .008 .7230E-01 | .078 .3206E+0001204> .009 .9260E-01 | .086 .3830E+0001205> .033 .1139E+00 | .170 .4160E+0001206> .041 .1362E+00 | .322 .4501E+0001207> .048 .1594E+00 | 1.055 .4854E+0001208> .054 .1837E+00 | .000 .0000E+0001209> 01210> ROUTING RESULTS AREA QPEAK TPEAK R.V.01211> -------------------- (ha) (cms) (hrs) (mm)01212> INFLOW >03: (tribwe) 8.09 1.695 1.933 41.64301213> OUTFLOW<02: (westpo) 8.09 .073 3.533 41.64201214> 01215> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.28301216> TIME SHIFT OF PEAK FLOW (min)= 96.0001217> MAXIMUM STORAGE USED (ha.m.)=.2828E+0001218> 01219> --------------------------------------------------------------------------------01220> 001:0048------------------------------------------------------------------------01221> ----------------------01222> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0001223> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0001224> ---------------------- U.H. Tp(hrs)= .08301225> 01226> Unit Hyd Qpeak (cms)= .01501227> 01228> PEAK FLOW (cms)= .008 (i)01229> TIME TO PEAK (hrs)= 1.98301230> RUNOFF VOLUME (mm)= 37.07401231> TOTAL RAINFALL (mm)= 71.77401232> RUNOFF COEFFICIENT = .51701233> 01234> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01235>



01236> --------------------------------------------------------------------------------01237> 001:0049------------------------------------------------------------------------01238> ------------------------01239> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01240> ------------------------ (ha) (cms) (hrs) (mm) (cms)01241> ID1 02:westpond 8.09 .073 3.53 41.64 .000 01242> +ID2 03:509 .03 .008 1.98 37.07 .000 01243> ===========================================================01244> SUM 01:golfview d 8.12 .073 3.47 41.62 .000 01245> 01246> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01247> 01248> --------------------------------------------------------------------------------01249> 001:0050------------------------------------------------------------------------01250> FINISH01251> --------------------------------------------------------------------------------01252> ********************************************************************************01253> WARNINGS / ERRORS / NOTES01254> -------------------------01255> Simulation ended on 2017-05-15 at 15:13:2701256> ================================================================================01257> 01258>



44


East and West Ponds Regional Storm Event

Condeland Engineering Limited Timmins StormPage 1

00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 437754900009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: Condeland Engineering Limited +++++++++00025> +++++++++ in any City SERIAL#:4377549 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2017-05-15 TIME: 15:42:28 RUN COUNTER: 000871 *00039> *******************************************************************************00040> * Input filename: X:\Projects\15010\POSTDE~1\timmpst.dat *00041> * Output filename: X:\Projects\15010\POSTDE~1\timmpst.out *00042> * Summary filename: X:\Projects\15010\POSTDE~1\timmpst.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [EDEN OAK (MCNABB) INC.] Project Number: [15-010] 00053> *# Date : 09-20-2015 00054> *# Modeller : [Robert De Angelis, P. Eng.] 00055> *# Company : Condeland Engineering Limited 00056> *# License # : 4377549 00057> *#******************************************************************************00058> --------------------00059> | START | Project dir.: X:\Projects\15010\POSTDE~1\ 00060> -------------------- Rainfall dir.: X:\Projects\15010\POSTDE~1\ 00061> TZERO = .00 hrs on 000062> METOUT= 2 (output = METRIC) 00063> NRUN = 00100064> NSTORM= 000065> --------------------------------------------------------------------------------



00066> 001:0002------------------------------------------------------------------------00067> *# DISCRITIZING THE TIMMINS MAJOR STORM EVENT CN=84 00068> *#East Side 00069> --------------------00070> | MASS STORM | Filename: X:\Projects\15010\POSTDE~1\timmins.mst 00071> | Ptotal=193.00 mm | Comments: TIMMINS STORM MASS CURVE 1 HR TIME INTER00072> --------------------00073> Duration of storm = 12.00 hrs00074> Mass curve time step = 60.00 min00075> Selected storm time step = 5.00 min00076> Volume of derived storm = 193.00 mm 00077> 00078> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00079> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00080> .08 15.440 | 3.08 1.930 | 6.08 44.390 | 9.08 11.58000081> .17 15.440 | 3.17 1.930 | 6.17 44.390 | 9.17 11.58000082> .25 15.440 | 3.25 1.930 | 6.25 44.390 | 9.25 11.58000083> .33 15.440 | 3.33 1.930 | 6.33 44.390 | 9.33 11.58000084> .42 15.440 | 3.42 1.930 | 6.42 44.390 | 9.42 11.58000085> .50 15.440 | 3.50 1.930 | 6.50 44.390 | 9.50 11.58000086> .58 15.440 | 3.58 1.930 | 6.58 44.390 | 9.58 11.58000087> .67 15.440 | 3.67 1.930 | 6.67 44.390 | 9.67 11.58000088> .75 15.440 | 3.75 1.930 | 6.75 44.390 | 9.75 11.58000089> .83 15.440 | 3.83 1.930 | 6.83 44.390 | 9.83 11.58000090> .92 15.440 | 3.92 1.930 | 6.92 44.390 | 9.92 11.58000091> 1.00 15.440 | 4.00 1.930 | 7.00 44.390 | 10.00 11.58000092> 1.08 19.300 | 4.08 5.790 | 7.08 19.300 | 10.08 13.51000093> 1.17 19.300 | 4.17 5.790 | 7.17 19.300 | 10.17 13.51000094> 1.25 19.300 | 4.25 5.790 | 7.25 19.300 | 10.25 13.51000095> 1.33 19.300 | 4.33 5.790 | 7.33 19.300 | 10.33 13.51000096> 1.42 19.300 | 4.42 5.790 | 7.42 19.300 | 10.42 13.51000097> 1.50 19.300 | 4.50 5.790 | 7.50 19.300 | 10.50 13.51000098> 1.58 19.300 | 4.58 5.790 | 7.58 19.300 | 10.58 13.51000099> 1.67 19.300 | 4.67 5.790 | 7.67 19.300 | 10.67 13.51000100> 1.75 19.300 | 4.75 5.790 | 7.75 19.300 | 10.75 13.51000101> 1.83 19.300 | 4.83 5.790 | 7.83 19.300 | 10.83 13.51000102> 1.92 19.300 | 4.92 5.790 | 7.92 19.300 | 10.92 13.51000103> 2.00 19.300 | 5.00 5.790 | 8.00 19.300 | 11.00 13.51000104> 2.08 11.580 | 5.08 19.300 | 8.08 23.160 | 11.08 7.72000105> 2.17 11.580 | 5.17 19.300 | 8.17 23.160 | 11.17 7.72000106> 2.25 11.580 | 5.25 19.300 | 8.25 23.160 | 11.25 7.72000107> 2.33 11.580 | 5.33 19.300 | 8.33 23.160 | 11.33 7.72000108> 2.42 11.580 | 5.42 19.300 | 8.42 23.160 | 11.42 7.72000109> 2.50 11.580 | 5.50 19.300 | 8.50 23.160 | 11.50 7.72000110> 2.58 11.580 | 5.58 19.300 | 8.58 23.160 | 11.58 7.72000111> 2.67 11.580 | 5.67 19.300 | 8.67 23.160 | 11.67 7.72000112> 2.75 11.580 | 5.75 19.300 | 8.75 23.160 | 11.75 7.72000113> 2.83 11.580 | 5.83 19.300 | 8.83 23.160 | 11.83 7.72000114> 2.92 11.580 | 5.92 19.300 | 8.92 23.160 | 11.92 7.72000115> 3.00 11.580 | 6.00 19.300 | 9.00 23.160 | 12.00 7.72000116> 00117> --------------------------------------------------------------------------------00118> 001:0003------------------------------------------------------------------------00119> ----------------------00120> | CALIB STANDHYD | Area (ha)= 4.6400121> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0000122> ----------------------00123> IMPERVIOUS PERVIOUS (i)00124> Surface Area (ha)= 2.32 2.3200125> Dep. Storage (mm)= .80 5.0000126> Average Slope (%)= 2.00 2.0000127> Length (m)= 176.00 40.0000128> Mannings n = .013 .15000129> 00130> Max.eff.Inten.(mm/hr)= 44.39 56.71

robert.deangelis

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00131> over (min) 4.00 11.0000132> Storage Coeff. (min)= 4.03 (ii) 10.55 (ii)00133> Unit Hyd. Tpeak (min)= 4.00 11.0000134> Unit Hyd. peak (cms)= .28 .1100135> *TOTALS*00136> PEAK FLOW (cms)= .13 .36 .489 (iii)00137> TIME TO PEAK (hrs)= 6.97 7.00 7.00000138> RUNOFF VOLUME (mm)= 192.19 134.66 147.90100139> TOTAL RAINFALL (mm)= 193.00 193.00 192.99900140> RUNOFF COEFFICIENT = 1.00 .70 .76600141> 00142> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00143> CN* = 68.0 Ia = Dep. Storage (Above)00144> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00145> THAN THE STORAGE COEFFICIENT.00146> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00147> 00148> --------------------------------------------------------------------------------00149> 001:0004------------------------------------------------------------------------00150> --------------------00151> | ROUTE PIPE 501pip| PIPE Number = 1.0000152> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000153> | DT= 1.0 min | Length (m)= 318.3000154> -------------------- Slope (m/m)= .0020000155> Manning n = .01300156> 00157> <------------------- TRAVEL TIME TABLE ------------------->00158> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00159> (m) (cu.m.) (cms) (m/s) min00160> .055 .556E+01 .007 .375 14.1500161> .111 .155E+02 .028 .585 9.0700162> .166 .279E+02 .066 .753 7.0500163> .221 .422E+02 .119 .895 5.9300164> .276 .579E+02 .185 1.018 5.2100165> .332 .747E+02 .264 1.126 4.7100166> .387 .922E+02 .354 1.222 4.3400167> .442 .110E+03 .452 1.305 4.0600168> .497 .129E+03 .557 1.379 3.8500169> .553 .147E+03 .666 1.442 3.6800170> .608 .165E+03 .777 1.495 3.5500171> .663 .183E+03 .887 1.539 3.4500172> .718 .201E+03 .993 1.572 3.3700173> .774 .218E+03 1.091 1.596 3.3200174> .829 .233E+03 1.179 1.608 3.3000175> .884 .248E+03 1.250 1.607 3.3000176> .939 .260E+03 1.299 1.590 3.3400177> .995 .270E+03 1.314 1.548 3.4300178> 1.050 .276E+03 1.222 1.411 3.7600179> <---- hydrograph ----> <-pipe / channel->00180> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00181> (ha) (cms) (hrs) (mm) (m) (m/s)00182> INFLOW : ID= 6:501 4.64 .489 7.00147.901 .461 1.33000183> OUTFLOW: ID= 1:501pip 4.64 .486 7.00147.901 .458 1.32500184> 00185> 00186> --------------------------------------------------------------------------------00187> 001:0005------------------------------------------------------------------------00188> ----------------------00189> | CALIB STANDHYD | Area (ha)= 6.5600190> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000191> ----------------------00192> IMPERVIOUS PERVIOUS (i)00193> Surface Area (ha)= 3.28 3.2800194> Dep. Storage (mm)= .80 5.0000195> Average Slope (%)= 2.00 2.00



00196> Length (m)= 209.00 40.0000197> Mannings n = .013 .15000198> 00199> Max.eff.Inten.(mm/hr)= 44.39 57.6300200> over (min) 4.00 11.0000201> Storage Coeff. (min)= 4.47 (ii) 10.94 (ii)00202> Unit Hyd. Tpeak (min)= 4.00 11.0000203> Unit Hyd. peak (cms)= .26 .1000204> *TOTALS*00205> PEAK FLOW (cms)= .18 .51 .691 (iii)00206> TIME TO PEAK (hrs)= 7.00 7.00 7.00000207> RUNOFF VOLUME (mm)= 192.19 135.20 147.74700208> TOTAL RAINFALL (mm)= 193.00 193.00 192.99900209> RUNOFF COEFFICIENT = 1.00 .70 .76600210> 00211> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00212> CN* = 68.0 Ia = Dep. Storage (Above)00213> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00214> THAN THE STORAGE COEFFICIENT.00215> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00216> 00217> --------------------------------------------------------------------------------00218> 001:0006------------------------------------------------------------------------00219> ----------------------00220> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0000221> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000222> ---------------------- U.H. Tp(hrs)= .29000223> 00224> Unit Hyd Qpeak (cms)= .16700225> 00226> PEAK FLOW (cms)= .106 (i)00227> TIME TO PEAK (hrs)= 7.05000228> RUNOFF VOLUME (mm)= 113.23200229> TOTAL RAINFALL (mm)= 192.99900230> RUNOFF COEFFICIENT = .58700231> 00232> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00233> 00234> --------------------------------------------------------------------------------00235> 001:0007------------------------------------------------------------------------00236> ----------------------00237> | CALIB STANDHYD | Area (ha)= 1.0700238> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000239> ----------------------00240> IMPERVIOUS PERVIOUS (i)00241> Surface Area (ha)= .54 .5400242> Dep. Storage (mm)= .80 5.0000243> Average Slope (%)= 2.00 2.0000244> Length (m)= 84.00 40.0000245> Mannings n = .013 .15000246> 00247> Max.eff.Inten.(mm/hr)= 44.39 32.2100248> over (min) 3.00 11.0000249> Storage Coeff. (min)= 2.59 (ii) 10.76 (ii)00250> Unit Hyd. Tpeak (min)= 3.00 11.0000251> Unit Hyd. peak (cms)= .41 .1000252> *TOTALS*00253> PEAK FLOW (cms)= .07 .05 .112 (iii)00254> TIME TO PEAK (hrs)= 6.62 7.00 7.00000255> RUNOFF VOLUME (mm)= 192.20 114.92 153.56400256> TOTAL RAINFALL (mm)= 193.00 193.00 192.99900257> RUNOFF COEFFICIENT = 1.00 .60 .79600258> 00259> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00260> CN* = 68.0 Ia = Dep. Storage (Above)



00261> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00262> THAN THE STORAGE COEFFICIENT.00263> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00264> 00265> --------------------------------------------------------------------------------00266> 001:0008------------------------------------------------------------------------00267> ----------------------00268> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000269> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000270> ---------------------- U.H. Tp(hrs)= .16000271> 00272> Unit Hyd Qpeak (cms)= .02600273> 00274> PEAK FLOW (cms)= .010 (i)00275> TIME TO PEAK (hrs)= 7.01700276> RUNOFF VOLUME (mm)= 113.23100277> TOTAL RAINFALL (mm)= 192.99900278> RUNOFF COEFFICIENT = .58700279> 00280> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00281> 00282> --------------------------------------------------------------------------------00283> 001:0009------------------------------------------------------------------------00284> ------------------------00285> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00286> ------------------------ (ha) (cms) (hrs) (mm) (cms)00287> ID1 01:501pipe 4.64 .486 7.00 147.90 .000 00288> +ID2 02:502 6.56 .691 7.00 147.75 .000 00289> +ID3 03:503Park 1.27 .106 7.05 113.23 .000 00290> +ID4 04:504 1.07 .112 7.00 153.56 .000 00291> +ID5 05:511 .11 .010 7.02 113.23 .000 00292> ===========================================================00293> SUM 06:501+502+50 13.65 1.403 7.00 144.77 .000 00294> 00295> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00296> 00297> --------------------------------------------------------------------------------00298> 001:0010------------------------------------------------------------------------00299> ---------------------00300> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00301> | IN>06:(501+50) |00302> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00303> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00304> (cms) (ha.m.) | (cms) (ha.m.)00305> .000 .0000E+00 | .040 .6347E+0000306> .011 .3660E-01 | .043 .7482E+0000307> .019 .1137E+00 | .402 .8678E+0000308> .022 .1542E+00 | .469 .9299E+0000309> .026 .2392E+00 | .576 .1059E+0100310> .029 .2837E+00 | .623 .1126E+0100311> .032 .3768E+00 | .706 .1264E+0100312> .033 .4255E+00 | .905 .1336E+0100313> .036 .5272E+00 | 1.652 .1485E+0100314> .038 .5802E+00 | 2.682 .1640E+0100315> 00316> ROUTING RESULTS AREA QPEAK TPEAK R.V.00317> -------------------- (ha) (cms) (hrs) (mm)00318> INFLOW >06: (501+50) 13.65 1.403 7.000 144.76600319> OUTFLOW<01: (eastpo) 13.65 .578 9.233 144.76400320> 00321> PEAK FLOW REDUCTION [Qout/Qin](%)= 41.21500322> TIME SHIFT OF PEAK FLOW (min)= 134.0000323> MAXIMUM STORAGE USED (ha.m.)=.1062E+0100324> 00325> --------------------------------------------------------------------------------



00326> 001:0011------------------------------------------------------------------------00327> ----------------------00328> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000329> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000330> ---------------------- U.H. Tp(hrs)= .16000331> 00332> Unit Hyd Qpeak (cms)= .11000333> 00334> PEAK FLOW (cms)= .040 (i)00335> TIME TO PEAK (hrs)= 7.01700336> RUNOFF VOLUME (mm)= 113.23200337> TOTAL RAINFALL (mm)= 192.99900338> RUNOFF COEFFICIENT = .58700339> 00340> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00341> 00342> --------------------------------------------------------------------------------00343> 001:0012------------------------------------------------------------------------00344> ----------------------00345> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000346> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000347> ---------------------- U.H. Tp(hrs)= .29000348> 00349> Unit Hyd Qpeak (cms)= .22100350> 00351> PEAK FLOW (cms)= .140 (i)00352> TIME TO PEAK (hrs)= 7.05000353> RUNOFF VOLUME (mm)= 113.23200354> TOTAL RAINFALL (mm)= 192.99900355> RUNOFF COEFFICIENT = .58700356> 00357> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00358> 00359> --------------------------------------------------------------------------------00360> 001:0013------------------------------------------------------------------------00361> ------------------------00362> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00363> ------------------------ (ha) (cms) (hrs) (mm) (cms)00364> ID1 01:eastpond 13.65 .578 9.23 144.76 .000 00365> +ID2 02:510 .46 .040 7.02 113.23 .000 00366> +ID3 03:512 1.68 .140 7.05 113.23 .000 00367> ===========================================================00368> SUM 04:eastpond+5 15.79 .683 9.07 140.49 .000 00369> 00370> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00371> 00372> --------------------------------------------------------------------------------00373> 001:0014------------------------------------------------------------------------00374> *#West Side 00375> ----------------------00376> | CALIB STANDHYD | Area (ha)= 7.5500377> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0000378> ----------------------00379> IMPERVIOUS PERVIOUS (i)00380> Surface Area (ha)= 3.85 3.7000381> Dep. Storage (mm)= .80 5.0000382> Average Slope (%)= 2.00 2.0000383> Length (m)= 224.00 40.0000384> Mannings n = .013 .15000385> 00386> Max.eff.Inten.(mm/hr)= 44.39 59.0900387> over (min) 5.00 11.0000388> Storage Coeff. (min)= 4.66 (ii) 11.07 (ii)00389> Unit Hyd. Tpeak (min)= 5.00 11.0000390> Unit Hyd. peak (cms)= .24 .10

robert.deangelis

Highlight



00391> *TOTALS*00392> PEAK FLOW (cms)= .20 .59 .798 (iii)00393> TIME TO PEAK (hrs)= 7.00 7.00 7.00000394> RUNOFF VOLUME (mm)= 192.19 136.04 148.40300395> TOTAL RAINFALL (mm)= 193.00 193.00 192.99900396> RUNOFF COEFFICIENT = 1.00 .70 .76900397> 00398> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00399> CN* = 68.0 Ia = Dep. Storage (Above)00400> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00401> THAN THE STORAGE COEFFICIENT.00402> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00403> 00404> --------------------------------------------------------------------------------00405> 001:0015------------------------------------------------------------------------00406> ----------------------00407> | CALIB STANDHYD | Area (ha)= .5400408> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000409> ----------------------00410> IMPERVIOUS PERVIOUS (i)00411> Surface Area (ha)= .27 .2700412> Dep. Storage (mm)= .80 5.0000413> Average Slope (%)= 2.00 2.0000414> Length (m)= 62.00 40.0000415> Mannings n = .013 .15000416> 00417> Max.eff.Inten.(mm/hr)= 44.39 40.1900418> over (min) 2.00 10.0000419> Storage Coeff. (min)= 2.16 (ii) 9.64 (ii)00420> Unit Hyd. Tpeak (min)= 2.00 10.0000421> Unit Hyd. peak (cms)= .53 .1200422> *TOTALS*00423> PEAK FLOW (cms)= .03 .03 .063 (iii)00424> TIME TO PEAK (hrs)= 6.48 7.00 7.00000425> RUNOFF VOLUME (mm)= 192.19 149.51 170.86000426> TOTAL RAINFALL (mm)= 193.00 193.00 192.99900427> RUNOFF COEFFICIENT = 1.00 .77 .88500428> 00429> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00430> CN* = 84.0 Ia = Dep. Storage (Above)00431> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00432> THAN THE STORAGE COEFFICIENT.00433> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00434> 00435> --------------------------------------------------------------------------------00436> 001:0016------------------------------------------------------------------------00437> ------------------------00438> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00439> ------------------------ (ha) (cms) (hrs) (mm) (cms)00440> ID1 01:eastpond 13.65 .578 9.23 144.76 .000 00441> +ID2 02:505 .54 .063 7.00 170.86 .000 00442> ===========================================================00443> SUM 03:tribwestpo 14.19 .605 9.00 145.76 .000 00444> 00445> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00446> 00447> --------------------------------------------------------------------------------00448> 001:0017------------------------------------------------------------------------00449> ---------------------00450> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00451> | IN>03:(tribwe) |00452> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========00453> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00454> (cms) (ha.m.) | (cms) (ha.m.)00455> .000 .0000E+00 | .060 .2089E+00



00456> .006 .1670E-01 | .065 .2353E+0000457> .007 .3440E-01 | .069 .2626E+0000458> .008 .5290E-01 | .074 .2911E+0000459> .008 .7230E-01 | .078 .3206E+0000460> .009 .9260E-01 | .086 .3830E+0000461> .033 .1139E+00 | .170 .4160E+0000462> .041 .1362E+00 | .322 .4501E+0000463> .048 .1594E+00 | 1.055 .4854E+0000464> .054 .1837E+00 | .000 .0000E+0000465> 00466> ROUTING RESULTS AREA QPEAK TPEAK R.V.00467> -------------------- (ha) (cms) (hrs) (mm)00468> INFLOW >03: (tribwe) 14.19 .605 9.000 145.75700469> OUTFLOW<02: (westpo) 14.19 .583 9.650 145.75700470> 00471> PEAK FLOW REDUCTION [Qout/Qin](%)= 96.47900472> TIME SHIFT OF PEAK FLOW (min)= 39.0000473> MAXIMUM STORAGE USED (ha.m.)=.4627E+0000474> 00475> --------------------------------------------------------------------------------00476> 001:0018------------------------------------------------------------------------00477> ----------------------00478> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0000479> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000480> ---------------------- U.H. Tp(hrs)= .08300481> 00482> Unit Hyd Qpeak (cms)= .01500483> 00484> PEAK FLOW (cms)= .004 (i)00485> TIME TO PEAK (hrs)= 7.00000486> RUNOFF VOLUME (mm)= 147.59900487> TOTAL RAINFALL (mm)= 192.99900488> RUNOFF COEFFICIENT = .76500489> 00490> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00491> 00492> --------------------------------------------------------------------------------00493> 001:0019------------------------------------------------------------------------00494> ------------------------00495> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00496> ------------------------ (ha) (cms) (hrs) (mm) (cms)00497> ID1 02:westpond 14.19 .583 9.65 145.76 .000 00498> +ID2 03:509 .03 .004 7.00 147.60 .000 00499> ===========================================================00500> SUM 01:golfview d 14.22 .584 9.65 145.76 .000 00501> 00502> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00503> 00504> --------------------------------------------------------------------------------00505> 001:0020------------------------------------------------------------------------00506> FINISH00507> --------------------------------------------------------------------------------00508> ********************************************************************************00509> WARNINGS / ERRORS / NOTES00510> -------------------------00511> Simulation ended on 2017-05-15 at 15:42:2800512> ================================================================================00513> 00514>



45

APPENDIX ‘D’

Existing and Proposed 5 year Design Chart for Lockhart Storm Sewer







46

Existing and Proposed 5 year Design Chart for Lockhart Storm Sewer

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M.

MH

#IN

V.

MH

#IN

V.

(HA

)F

acto

r (R

)A

x R

A x

Rm

m/h

rcm

sm

m%

cms

m/s

mm

in.

FU

LL, T

c%

FU

LL

LOC

KH

AR

T R

D. S

TOR

M S

EWER

AN

ALY

SIS-

PR

OPO

SED

CO

ND

ITIO

N10

.00

LOC

KH

AR

T R

OA

DEX

.CB

MH

10EX

.CB

MH

90.

8410

0.45

0.37

850.

3785

99.3

30.

1053

300

0.63

%0.

0800

1.10

40.7

0.62

10.6

213

2%

LOC

KH

AR

T R

OA

DEX

.CB

MH

9EX

.MH

80.

1880

0.45

0.08

460.

4631

96.7

50.

1254

300

1.30

%0.

1149

1.58

54.4

0.58

11.1

910

9%

Dey

Driv

e &

Wes

t Kris

ta C

t. En

try:

1.60

500.

450.

7223

0.72

2310

2.27

0.20

6810

.00

Eden

Oak

sub

divi

sion

Rea

r Lot

s (1

01-1

30)

Entr

y:0.

6280

0.25

0.15

700.

1570

63.6

10.

0280

23.2

8

LOC

KH

AR

T R

OA

DEX

.MH

8EX

.CB

MH

70.

3580

0.45

0.16

111.

5034

62.8

10.

2644

450

1.60

%0.

3760

2.29

63.8

0.46

23.7

470

%

LOC

KH

AR

T R

OA

DEX

.CB

MH

7EX

.MH

60.

2840

0.45

0.12

781.

6312

61.7

50.

2820

525

0.58

%0.

3415

1.53

59.0

0.64

24.3

983

%

East

Kris

ta C

t. En

try:

1.68

900.

450.

7601

0.76

0110

2.27

0.21

7610

.00

LOC

KH

AR

T R

OA

DEX

.MH

6EX

.MH

50.

5630

0.45

0.25

342.

6446

60.4

90.

4479

675

0.25

%0.

4382

1.19

56.2

0.79

25.1

810

2%

LOC

KH

AR

T R

OA

DEX

.MH

5EX

.CB

MH

40.

4210

0.45

0.18

952.

8341

59.8

70.

4751

750

0.43

%0.

7612

1.67

40.1

0.40

25.5

862

%

Car

mic

hael

Cre

s. E

ntry

:4.

1700

0.45

1.87

651.

8765

102.

270.

5374

10.0

0

LOC

KH

AR

T R

OA

DEX

.CB

MH

4EX

.MH

3A0.

4960

0.45

0.22

324.

9338

59.0

00.

8150

825

0.29

%0.

8060

1.46

51.2

0.58

26.1

610

1%

LOC

KH

AR

T R

OA

DEX

.MH

3AEX

.MH

30.

4910

0.45

0.22

105.

1547

58.2

10.

8402

825

0.26

%0.

7632

1.38

44.9

0.54

26.7

011

0%

LOC

KH

AR

T R

OA

DEX

.MH

3EX

.MH

20.

5070

0.45

0.22

825.

3829

57.2

80.

8633

825

0.21

%0.

6859

1.24

49.5

0.66

27.3

712

6%

LOC

KH

AR

T R

OA

DEX

.MH

2EX

.MH

10.

5690

0.45

0.25

615.

6389

56.7

40.

8959

825

0.63

%1.

1880

2.15

50.4

0.39

27.7

675

%

RU

NO

FF

CO

EF

FIC

IEN

TS

(R

)P

RO

JEC

T: 1

5-01

0

0.25

: PA

RK

- O

PE

N S

PA

CE

- C

EM

ET

AR

IES

0.70

: SC

HO

OLS

MIN

IST

Y R

EF

ER

EN

CE

:0.

60: S

ING

LE F

AM

ILY

RE

SID

EN

TIA

L0.

80: I

ND

US

TR

IAL

LAN

DS

DE

SIG

NE

D B

Y:

M.E

.H. P

.Eng

.0.

55: S

EM

IDE

TA

CH

ED

/LIN

K0.

90: C

OM

ME

RC

IAL

LAN

DS

CH

EC

KE

D B

Y:

R.P

.D. P

.Eng

.D

ate

0.70

: TO

WN

HO

US

ES

STO

RM

: 5

-YEA

R R

AIN

FAL L

MA

Y 0

2-17

TOW

N O

F C

OLL

ING

WO

OD

ENG

INEE

RIN

G A

ND

PU

BLI

CW

OR

KS

DEP

AR

TMEN

TST

OR

M S

EWER

DES

IGN

SH

EET

SHEE

T 1

OF

1



47


TIME OF CONCENTRATION COMPUTATION

Using the Airport Formula

Tc = 3.26 (1.1 - C) L0.5

Tc = time of concentration (minutes)C = runoff coefficient (MTO Chart B2-1 or B2-3L = watershed length (m)

SW = watershed slope (%)

Section 1 (Inside site to north P/L)

Runoff Coefficient is calculated using MTO Chart B2-1:

Soil = Sand with traces of silt (refer to Geotechnical Report)Landuse = CultivatedTopo. = Rolling, 5 - 10% Slopes

Runoff Coeff., C = 0.30

Watershed length, L = 75 m

Watershed slope, SW = 5.00%

Time of Concentration, Tc = 13.28 minutes

Section 2 (External from north P/L to Lockhart Rd)

Runoff Coefficient is calculated using MTO Chart B2-1:

Soil = Sand with traces of silt (refer to Geotechnical Report)Landuse = Urban lawnsTopo. = Rolling, 5 - 10% Slopes

Runoff Coeff., C = 0.50

Watershed length, L = 70 m

Watershed slope, SW = 5.00%

Time of Concentration, Tc = 9.62 minutes

Total Time of Concentration, Tc (Sect.1+Sect.2) = 22.90 minutes

SW0.33



48


PROJECT NO: 15010 MINISTRY FILE:PROJECT LOCATION: TOWN OF COLLINGWOOD CALCS BY: M.E.H., P.Eng. CHECKED BY:CLIENT: EDEN OAK (MCNABB) INC.

HYDRAULIC GRADE LINE OF STORM SEWERCOEFFICIENT

FRICTION LOSS5-YEAR PEAK FLOW RATES K = 2gn2 = 2*9.814*(0.013)2

(from 5-YR STM Design chart)

H.G.L. at Outlet = 185.185LOCKHART ROAD EX.MH1 EX.MH2 0.8959 cmsLOCKHART ROAD EX.MH2 EX.MH3 0.8633 cmsLOCKHART ROAD EX.MH3 EX.MH3A 0.8402 cmsLOCKHART ROAD EX.MH3A EX.CBMH4 0.8150 cmsLOCKHART ROAD EX.CBMH4 EX.MH5 0.4751 cmsLOCKHART ROAD EX.MH5 EX.MH6 0.4479 cmsLOCKHART ROAD EX.MH6 EX.CBMH7 0.2820 cms

STREET PIPE DEPTH OF AREA WETTED HYDRAULIC R4/3 V VELOCITY COEFFICIENT FRICTION AVG LENGTH FRICTION MH / BEND TOTAL OBV. OF STM HYDRAULIC INV. OF STM % % ACT. FLOWDIA. FLOW PERIMETER RADIUS ( VELOCITY) HEAD FRICTION LOSS SLOPE(Sf) Sf D/S PIPE HEAD LOSS LOSS HEAD LOSS SEWER GRADE LINE ELEV. SEWER Capacity Depth HGL

EX. MH1 (UPSTREAM) 0.825 0.825 185.482 185.185 184.657 75.00% 64.00% 185.185

EX.MH2 (DNSTREAM) 0.825 0.825 0.5343 2.5905 0.2063 0.1219 1.68 0.1433 0.0033 0.0039 0.0039 50.40 0.1965 0.1965 185.839 185.382 185.014 75.00% 64.00% 185.542EX.MH2 (UPSTREAM) 0.825 0.825 0.0072 0.0072 185.854 185.549 185.029 126.00% 100.00% 185.854


EX.MH3A (DNSTREAM) 0.825 0.825 0.5343 2.5905 0.2063 0.1219 1.57 0.1260 0.0033 0.0034 0.0034 44.90 0.1540 0.1540 186.101 186.194 185.276 110.00% 100.00% 186.101EX.MH3A (UPSTREAM) 0.825 0.825 0.0063 0.0063 186.128 186.200 185.303 101.00% 100.00% 186.128

EX.CBMH4 (DNSTREAM) 0.825 0.825 0.5343 2.5905 0.2063 0.1219 1.53 0.1186 0.0033 0.0032 0.0032 51.20 0.1652 0.1652 186.278 186.365 185.453 101.00% 100.00% 186.278EX.CBMH4 (UPSTREAM) 0.750 0.750 0.0059 0.0059 186.227 186.371 185.477 62.00% 57.00% 185.905



EX.CBMH7 (DNSTREAM) 0.525 0.525 0.2164 1.6485 0.1313 0.0667 1.30 0.0866 0.0033 0.0043 0.0043 59.00 0.2539 0.2539 187.047 186.865 186.522 83.00% 69.00% 186.884EX.CBMH7 (UPSTREAM) 0.450 0.450 0.0043 0.0043 186.979 186.889 186.529 70.00% 62.00% 186.808

HGL BACK INSIDE PIPE, NO FURTHER ANALYSIS REQUIRED



49


SWM-PRE-DEVELOPMENTCONDITION


P HONE : (905) 695-2096F AX: (905) 695-2099


BENCHMARK:

FIGURE 2A

3050.41ha

SWM-POST-DEVELOPMENTCONDITIONFIGURE 2B


P HONE : (905) 695-2096F AX: (905) 695-2099


BENCHMARK:

1

82

92

44434241

40

14

6

16

6

16

2

16

1

16

0

15

9

15

8

15

7

15

6

15

5

15

2

15

1

15

0

14

8

14

7

16

7

16

8

16

9

17

0

17

1

17

2

17

3

17

4

17

5

17

7

17

8

17

9

18

0

18

1

18

2

18

3

18

5

51

52

53

54 55

56 57

58

59

60

79

80

81

83

848586

121

45

46 47

48 49 50

61

62

63

73

76

75

74

78

77

89

88

87

90

91

93

94

95

96

100

101105106107108109110111112113114120 119 118 117 116 115122123124125126127128129

130

131

132

133

134

13

5

13

613

7

13

8

13

9

14

0

14

4

14

5

15

4

15

3

14

9

18

4

18

6

18

7

18

8

39383736

353433

3231

30

292827

26

252423

22

21

2019

18

17

16

15

14

13

12

11

10

7

8

9

6

5432

65

66676869

7071 64

72

192

193

194

195

196

197

198

199

200

201

202

203

204

205

BL

OC

K 2

93

BL

OC

K 2

94

BL

OC

K 2

95

BLOCK 296

BLOCK 298

BLOCK

BLOCK 301

BLOCK 285

BLOCK 260

BLOCK 267BLOCK 261

BLOCK 266

BLOCK 262

BLOCK 265

BLOCK 264

BLOCK 263

BLOCK 271

BLOCK 272

BLOCK 273BLOCK 270

BLOCK 269 BLOCK 274 BLOCK 275BLOCK 268

BLOCK 283

BLOCK 282

BLOCK 277

BLOCK 278

BLOCK 281BLOCK 280

BLOCK 279

BLOCK 286

BLOCK 291

BLOCK 284

BROCK CRESCENT

DR

IVE

KRISTA COURT

DE

Y

HUGHES STREET

BLOCK 257

97

98

99

102103104

17

6

16

5

16

4

16

3

14

3

14

2

14

1

191

190

189

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222 223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239 240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

256

GOLFVIEW DRIVE

LOCKHART ROAD

BLOCK 297

TRACEY LANE

DE

Y

DR

IVEE

ME

RS

ON

ST

RE

ET

PO

RT

LA

ND

ST

RE

ET

BA

RF

OO

T S

TR

EE

T

BA

ILE

Y S

TR

EE

T

AL

BA

NY

ST

RE

ET

TRACEY LANE

McLEAN AVENUE

KIRBY AVENUE

1.5m CONC. SIDEWALK

1.5m

CO

NC.

SID

EWAL

K

1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK1.5m CONC. SIDEWALK


1.5m CONC. SIDEWALK1.5m CONC. SIDEWALK1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK 1.5m CONC. SIDEWALK 1.5m CONC. SIDEWALK 1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K1.

5m C

ON

C. S

IDEW

ALK

1.5m

CO

NC.

SID

EWAL

K1.

5m C

ON

C. S

IDEW

ALK

1.5m

CO

NC.

SID

EWAL

K

1.5m

CO

NC.

SID

EWAL

K


1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK

1.5m CONC. SIDEWALK1.5m CONC. SIDEWALK1.5m CONC. SIDEWALK

1.5m CO

NC. SID

EWALK

Mc

LE

AN

AV

EN

UE

BLOCK 258

PARK LAND

BLOCK 259

HAMILTON DRAIN

MARY STREET

FINDLAYDRIVE

BLOCK 292

FU

TU

RE

LO

T

FU

TU

RE

LO

T

1.5m

GRA

VEL

TRAI

L

1.5m

GRAV

EL T

RAI

L

3.0m CONC. SIDEWALK

FU

TU

RE

LO

T

3.0m CONC. SIDEWALK

1.5m

CO

NC.

SID

EWAL

K

BL

OC

K 2

90

1.5m

CO

NC.

SID

EWAL

K

1.5m CONC. SIDEWALK

PARK ELECTRICAL CONNECTIONSEE ELECTRICAL DRAWINGS

FU

TU

RE

LO

T

FU

TU

RE

LO

T

FU

TU

RE

LO

T

FU

TU

RE

LO

T BLOCK 287

(FUTURE DEVELOPMENT)

KIRBY AVENUE

31

29

27

25

85838179

PROPOSED 3.0m WIDE GRAVEL TRAIL PROPOSED 3.0m WIDE GRAVEL TRAILPROPOSED 3.0m WIDE GRAVEL TRAIL

PROPOSED 3.0m WIDE GRAVEL TRAIL

PROPOSED 3.0m WIDE GRAVEL TRAILPROPOSED 3.0m WIDE GRAVEL TRAIL

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1

1

2

3

4

5

5

4

3

2

1


300

PROP.

3.0m GRAVEL

TRAIL

PROP. 3.0m GRAVEL TRAIL

90° BEND

1 2 3 4 5

1 2

BLOCK 299(0.30 RESERVE)

LOCKHART ROAD

PROP. 3.0mGRAVEL TRAIL

EXISTING GRAVEL TRAILEX. GRAVEL TRAIL



50




51

APPENDIX ‘E’

Overland Spillway Calculation into East and West Pond and onto Dey Drive






52

Overland Spillway Calculation into East and West Pond and onto Dey Drive

OVERLAND SPILLWAY CALCULATIONS

DEVELOPMENT: EDEN OAK (McNABB) INC.


Emergency Overland Flow Escape Route Via Grassed Swale (Lot 130/131) to the West Pond

CHANNEL CAPACITY (\_/ shape Channel) @ Front of house

Channel Slope: S = 2.00% See grading plan.

Roughness Coeff. n = 0.035 per MTO Drainage Manual


Channel side slope: Z = 3.0 :1







Discharge Q = 2079.04 l/s 2.08 m3/sVel= 1.75 m/s

100-yr Q if catchbasins are blocked = 1.75 m3/s

CHANNEL CAPACITY (\_/ shape Channel) @ rear property line
















Emergency Overland Flow Escape Route Via Kirby Avenue 0+880 to East Pond

SPILLWAY CAPACITY (\_/ shape Channel) @ Streetline
















Emergency Overland Flow Escape Route Via Walkway Block 298 to the Dey Drive @ Front Yard of Lot 73

SPILLWAY CAPACITY (\_/ shape Channel)















53


CONDELAND ENGINEERING LIMITED100 Year Storm Overland Flow Design Sheet

TOWN OF COLLINGWOOD ENGINEERING SERVICES Eden Oak (McNabb) Inc.Page 2 of 12

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21)

STREET NAME C.B. No. AREA,A (m2)

RUNOFF COEFF,R A x R ACCUM.

AxR

TIME OF CONCEN.

(min)

INTENSITY (mm/s)

TOTAL FLOW (L/S)

Act. INLET

CAP. (L/S)

CARRY OVER (L/S)

CARRY OVER (AxR)

Act. INLET (AxR)

GUTTER SLOPE (%)

GUTTER FLOW

VEL. (m/s)

GUTTER LENGTH

(m)

CARRY-OVER

TIME (min)

R.O.W. Width (m)

DEPTH AT CURB (m)

FLOW SPREAD

(m)REMARKS

OVERLAND FLOW TO BE CAPTURED BY TCB1 & 2 ON MCLEAN AVENUE

TRACEY LANE CB2 1754 0.60 1052.40 1052.40 10.00 0.047 49.24 19.80 29.44 629.25 423.15 0.63% 0.57 79.93 2.33 20.0 0.059 2.93 CARRY-OVER (ICD)TRACEY LANE CB1 1898 0.60 1138.80 1138.80 10.00 0.047 53.29 19.80 33.49 715.65 423.15 0.63% 0.58 79.93 2.28 20.0 0.060 3.02 CARRY-OVER (ICD)

TRACEY LANE DCB1 1082 0.60 649.20 1278.45 12.33 0.042 54.11 19.80 34.31 810.61 467.83 0.63% 0.59 86.10 2.45 20.0 0.061 3.04 CARRY-OVER (ICD)TRACEY LANE DCB2 2479 0.60 1487.40 2203.05 12.28 0.042 93.41 19.80 73.61 1736.08 466.97 0.63% 0.67 86.10 2.13 20.0 0.075 3.73 CARRY-OVER (ICD)

BARFOOT STREET DCB43 1108 0.70 775.60 775.60 10.00 0.047 36.29 19.80 16.49 352.45 423.15 0.64% 0.53 44.63 1.39 20.0 0.052 2.61 CARRY-OVER (ICD)

TRACEY LANE CB3 2331 0.60 1398.60 1398.60 10.00 0.047 65.44 19.80 45.64 975.45 423.15 0.50% 0.56 80.95 2.39 20.0 0.068 3.41 CARRY-OVER (ICD)TRACEY LANE CB4 2053 0.70 1437.10 1789.55 11.39 0.044 78.74 19.80 58.94 1339.55 450.00 0.50% 0.59 68.56 1.93 20.0 0.073 3.65 CARRY-OVER (ICD)

BAILEY STREET DCB45 2398 0.70 1678.60 1678.60 10.00 0.047 78.54 19.80 58.74 1255.45 423.15 0.50% 0.59 86.94 2.45 20.0 0.073 3.65 CARRY-OVER (ICD)BAILEY STREET DCB46 2287 0.70 1600.90 1600.90 10.00 0.047 74.91 19.80 55.11 1177.75 423.15 0.50% 0.58 86.94 2.48 20.0 0.072 3.58 CARRY-OVER (ICD)


ALABANY STREET DCB49 2173 0.70 1521.10 1521.10 10.00 0.047 71.17 19.80 51.37 1097.95 423.15 0.50% 0.58 71.45 2.07 20.0 0.070 3.52 CARRY-OVER (ICD)ALABANY STREET DCB50 2156 0.70 1509.20 2607.15 10.00 0.047 121.99 19.80 102.19 2183.99 423.15 0.50% 0.66 71.45 1.81 20.0 0.086 4.30 CARRY-OVER (ICD)



McLEAN AVENUE DCB55 4260 0.60 2556.00 2556.00 10.00 0.047 137.90 19.80 118.10 2524.05 423.15 0.50% 0.70 147.78 3.54 20.0 0.089 4.55 CARRY-OVER (ICD)McLEAN AVENUE DCB56 5564 0.60 3338.40 3338.40 10.00 0.047 137.90 19.80 118.10 2524.05 423.15 0.50% 0.70 147.78 3.54 20.0 0.089 4.55 CARRY-OVER (ICD)


KIRBY AVENUE CB13 882 0.70 617.40 617.40 10.00 0.047 23.41 19.80 3.61 77.25 423.15 0.69% 0.49 34.50 1.17 20.0 0.044 2.18 CARRY-OVER (ICD)KIRBY AVENUE CB14 639 0.60 383.40 383.40 10.00 0.047 23.41 19.80 3.61 77.25 423.15 0.69% 0.49 34.50 1.17 20.0 0.044 2.18 CARRY-OVER (ICD)

ALABANY STREET DCB11 1703 0.70 1192.10 1192.10 10.00 0.047 60.35 19.80 40.55 866.72 423.15 1.73% 0.88 61.53 1.16 20.0 0.052 2.62 CARRY-OVER (ICD)ALABANY STREET DCB12 1872 0.70 1310.40 1387.65 10.00 0.047 60.35 19.80 40.55 866.72 423.15 1.73% 0.88 64.64 1.22 20.0 0.052 2.62 CARRY-OVER (ICD)


KIRBY AVENUE DCB9 1694 0.60 1016.40 2613.28 12.28 0.042 105.43 19.80 85.63 2019.47 466.98 0.50% 0.64 55.78 1.46 20.0 0.081 4.07 CARRY-OVER (ICD)KIRBY AVENUE DCB10 1103 0.70 772.10 2368.98 12.38 0.042 105.43 19.80 85.63 2027.49 468.84 0.50% 0.64 37.41 0.98 20.0 0.081 4.07 CARRY-OVER (ICD)


5/15/2017CE File: 15-010 Z:\utility\EXFILES\ENGINEERING\Design Charts\Overland Flow\15010\rev 100YR-Overland flow-April-2017.xlsx



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AxR

TIME OF CONCEN.

(min)

INTENSITY (mm/s)

TOTAL FLOW (L/S)

Act. INLET

CAP. (L/S)

CARRY OVER (L/S)

CARRY OVER (AxR)

Act. INLET (AxR)

GUTTER SLOPE (%)

GUTTER FLOW

VEL. (m/s)

GUTTER LENGTH

(m)

CARRY-OVER

TIME (min)

R.O.W. Width (m)

DEPTH AT CURB (m)

FLOW SPREAD

(m)REMARKS


McLEAN AVENUE TCB1 1007 0.60 604.20 13595.95 15.61 0.037 516.51 516.51 0.00 0.00 13820.47 1.07% 1.26 27.90 0.37 20.0 0.128 6.41 CAPTUREMcLEAN AVENUE TCB2 1853 0.60 1111.80 14235.71 15.99 0.037 516.51 516.51 0.00 0.00 14008.14 0.73% 1.09 39.53 0.60 20.0 0.138 6.89 CAPTURE

TOTAL FLOW TO THE WEST POND = 1,033.02




(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21)



AxR

TIME OF CONCEN.

(min)

INTENSITY (mm/s)

TOTAL FLOW (L/S)

Act. INLET

CAP. (L/S)

CARRY OVER (L/S)

CARRY OVER (AxR)

Act. INLET (AxR)

GUTTER SLOPE (%)

GUTTER FLOW

VEL. (m/s)

GUTTER LENGTH

(m)

CARRY-OVER

TIME (min)

R.O.W. Width (m)

DEPTH AT CURB (m)

FLOW SPREAD

(m)REMARKS

OVERLAND FLOW TO BE CAPTURED BY TCB5 & 6 ON KIRBY AVENUE

BAILEY STREET DCB13 1663 0.70 1164.10 1164.10 10.00 0.047 54.47 19.80 34.67 740.95 423.15 0.50% 0.54 25.00 0.77 20.0 0.064 3.18 CARRY-OVER (ICD)BAILEY STREET DCB14 1597 0.70 1117.90 1117.90 10.00 0.047 52.31 19.80 32.51 694.75 423.15 0.50% 0.53 25.00 0.78 20.0 0.063 3.13 CARRY-OVER (ICD)

KIRBY AVENUE CB15 855 0.70 598.50 598.50 10.00 0.047 28.00 19.80 8.20 175.35 423.15 0.50% 0.46 31.19 1.14 20.0 0.050 2.48 CARRY-OVER (ICD)


BARFOOT STREET DCB15 2872 0.70 2010.40 2010.40 10.00 0.047 94.07 19.80 74.27 1587.25 423.15 0.80% 0.74 91.46 2.07 20.0 0.071 3.57 CARRY-OVER (ICD)BARFOOT STREET DCB16 2761 0.70 1932.70 1932.70 10.00 0.047 90.43 19.80 70.63 1509.55 423.15 0.80% 0.73 91.46 2.09 20.0 0.070 3.52 CARRY-OVER (ICD)


PORTLAND STREET DCB17 2196 0.70 1537.20 1537.20 10.00 0.047 71.93 19.80 52.13 1114.05 423.15 1.09% 0.77 74.54 1.61 20.0 0.061 3.05 CARRY-OVER (ICD)PORTLAND STREET DCB18 2229 0.60 1337.40 1337.40 10.00 0.047 62.58 19.80 42.78 914.25 423.15 1.09% 0.75 74.54 1.66 20.0 0.058 2.89 CARRY-OVER (ICD)

PORTLAND STREET CB20 692 0.60 415.20 415.20 10.00 0.047 19.43 19.80 0.00 0.00 415.20 0.50% 0.42 26.20 1.05 20.0 0.043 2.16 CARRY-OVER (ICD)PORTLAND STREET CB21 538 0.60 322.80 322.80 10.00 0.047 15.10 19.80 0.00 0.00 322.80 0.50% 0.39 26.20 1.12 20.0 0.039 1.97 CARRY-OVER (ICD)


EMERSON STREET DCB21 2155 0.60 1293.00 1293.00 10.00 0.047 60.50 19.80 40.70 869.85 423.15 1.05% 0.73 70.53 1.61 20.0 0.058 2.88 CARRY-OVER (ICD)EMERSON STREET DCB22 2149 0.60 1289.40 1289.40 10.00 0.047 60.33 19.80 40.53 866.25 423.15 1.05% 0.73 70.53 1.61 20.0 0.057 2.87 CARRY-OVER (ICD)





DEY DRIVE DCB37 2713 0.60 1627.80 1627.80 10.00 0.047 76.17 19.80 56.37 1204.65 423.15 0.50% 0.59 50.05 1.42 20.0 0.072 3.61 CARRY-OVER (ICD)DEY DRIVE DCB38 1404 0.48 678.60 678.60 10.00 0.047 31.75 19.80 11.95 255.45 423.15 0.50% 0.47 50.05 1.77 20.0 0.052 2.60 CARRY-OVER (ICD)






(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21)



AxR

TIME OF CONCEN.

(min)

INTENSITY (mm/s)

TOTAL FLOW (L/S)

Act. INLET

CAP. (L/S)

CARRY OVER (L/S)

CARRY OVER (AxR)

Act. INLET (AxR)

GUTTER SLOPE (%)

GUTTER FLOW

VEL. (m/s)

GUTTER LENGTH

(m)

CARRY-OVER

TIME (min)

R.O.W. Width (m)

DEPTH AT CURB (m)

FLOW SPREAD

(m)REMARKS



KIRBY AVENUE TCB5 1283 0.60 769.80 11627.37 21.44 0.031 371.92 371.92 0.00 0.00 11976.55 0.50% 0.87 85.46 1.64 20.0 0.131 6.54 CAPTUREKIRBY AVENUE TCB6 2387 0.60 1432.20 12010.02 20.55 0.032 371.92 371.92 0.00 0.00 11669.78 0.50% 0.87 103.58 1.98 20.0 0.131 6.54 CAPTURE

OVERLAND FLOW TO BE CAPTURED BY TCB3 & 4 ON MCLEAN AVENUE

BARFOOT STREET DCB44 1098 0.70 768.60 768.60 10.00 0.047 35.96 19.80 16.16 345.45 423.15 0.50% 0.49 44.63 1.53 20.0 0.054 2.72 CARRY-OVER (ICD)

TRACEY LANE DCB41 1962 0.60 1177.20 1177.20 10.00 0.047 55.08 19.80 35.28 754.05 423.15 1.01% 0.70 86.96 2.06 20.0 0.056 2.80 CARRY-OVER (ICD)TRACEY LANE DCBMH32 2097 0.70 1467.90 1813.35 11.53 0.044 79.32 250.00 0.00 0.00 1813.35 1.01% 0.77 84.35 1.83 20.0 0.064 3.21 CAPTURE



McLEAN AVENUE CB5 2004 0.60 1202.40 1202.40 10.00 0.047 56.26 19.80 36.46 779.25 423.15 0.50% 0.54 66.72 2.05 20.0 0.064 3.22 CARRY-OVER (ICD)McLEAN AVENUE CB6 1989 0.60 1193.40 1193.40 10.00 0.047 55.84 19.80 36.04 770.25 423.15 0.50% 0.54 66.72 2.05 20.0 0.064 3.21 CARRY-OVER (ICD)


McLEAN AVENUE CB7 399 0.60 239.40 3202.17 15.95 0.037 118.25 19.80 98.45 2665.99 536.18 0.50% 0.50 25.43 0.85 20.0 0.085 4.25 CARRY-OVER (ICD)

EMERSON STREET CB8 1912 0.60 1147.20 1147.20 10.00 0.047 53.68 19.80 33.88 724.05 423.15 0.71% 0.61 53.00 1.44 20.0 0.059 2.96 CARRY-OVER (ICD)EMERSON STREET CB9 1904 0.60 1142.40 1142.40 10.00 0.047 53.45 19.80 33.65 719.25 423.15 0.71% 0.61 53.00 1.44 20.0 0.059 2.96 CARRY-OVER (ICD)

EMERSON STREET DCB61 3007 0.60 1804.20 2528.25 11.44 0.044 111.01 19.80 91.21 2077.29 450.95 0.50% 0.64 91.46 2.37 20.0 0.083 4.15 CARRY-OVER (ICD)EMERSON STREET DCB62 2944 0.60 1766.40 2485.65 11.44 0.044 109.13 19.80 89.33 2034.66 450.98 0.50% 0.64 88.95 2.31 20.0 0.083 4.13 CARRY-OVER (ICD)



McLEAN AVENUE TCB3 1567 0.60 940.20 8108.97 14.57 0.039 313.35 313.35 0.00 0.00 8077.63 0.76% 0.98 44.92 0.77 20.0 0.113 5.67 CAPTUREMcLEAN AVENUE TCB4 2950 0.60 1770.00 8880.47 17.40 0.035 313.35 313.35 0.00 0.00 8915.06 0.70% 0.95 53.81 0.95 20.0 0.115 5.75 CAPTURE

TOTAL FLOW TO THE EAST POND = 1,370.55

Depth of flow in road is below max. limit of 0.20m above c.l. elev. Overland flow is contained within the Road Allowance throughout site.


Condeland Engineering Limited100 Year Storm Sewer Design Sheet


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UP STREAM

DOWN STREAM

SLOPE (%)

LENGTH (m)

SIZE (mm)

FULL FLOW,Q (m3/sec)

FULL FLOW,V (m2/sec)

FLOW TIME

(minutes)

TRACEY LANE MH17 MH18 CB1 & 2 0.085 23 0.056 0.141 0.141 10.00 168.45 0.066 0.25% 75.7 375 0.088 0.79 1.59 75.3%TRACEY LANE MH18 MH19 24 & 25 0.133 0.133 0.274 11.59 157.08 0.119 0.20% 55.4 450 0.127 0.80 1.15 93.7%TRACEY LANE MH19 MH20 DCB1 & 2 0.093 0.093 0.367 12.74 149.81 0.153 0.30% 51.2 450 0.156 0.98 0.87 97.9%

KIRBY AVENUE MH31 MH14 CB13 & 14 0.085 0.085 0.085 10.00 168.45 0.040 0.30% 39.0 300 0.053 0.75 0.87 74.8%KIRBY AVENUE MH14 MH15 CB10 & 11 0.085 0.085 0.169 10.87 162.03 0.076 0.30% 85.0 375 0.096 0.87 1.63 79.4%KIRBY AVENUE MH15 MH16 DCB9 & 10 0.094 26 & 27 0.098 0.191 0.361 12.50 151.29 0.152 0.25% 69.4 525 0.215 0.99 1.17 70.5%KIRBY AVENUE MH16 MH20 DCB5 & 6 0.098 0.098 0.459 13.66 144.51 0.184 0.20% 66.7 600 0.274 0.97 1.15 67.1%

ALBANY STREET MH14 MH52 DCB11 & 12 0.085 0.085 0.085 10.00 168.45 0.040 0.25% 56.9 375 0.088 0.79 1.20 45.2%ALBANY STREET MH52 MH21 DCB49 & 50 0.085 0.085 0.169 11.20 159.75 0.075 0.20% 79.1 525 0.192 0.89 1.48 39.1%

BAILEY STREET MH51 MH22 DCB45 & 46 0.085 0.085 0.085 10.00 168.45 0.040 0.30% 79.8 375 0.096 0.87 1.53 41.3%

TRACEY LANE MH23 MH22 CB3 & 4 0.087 0.087 0.087 10.00 168.45 0.041 0.25% 84.1 375 0.088 0.79 1.77 46.6%

TRACEY LANE MH22 MH21 DCB47 & 48 0.096 2 0.076 0.171 0.343 11.77 155.92 0.149 0.20% 84.0 600 0.274 0.97 1.44 54.2%

TRACEY LANE MH21 MH20DCB7 & 8

DCB51 & 52 0.209 0.209 0.721 13.21 147.07 0.295 0.20% 85.1 750 0.498 1.13 1.26 59.2%

MCLEAN AVENUE MH20 MH25 DCB3 & 4 0.105 0.105 1.652 14.81 138.44 0.635 0.20% 62.7 900 0.809 1.27 0.82 78.5%ELLIPTICAL 735X1145

MCLEAN AVENUE MH28 MH27 DCB55 & 56 0.085 0.085 0.085 10.00 168.45 0.040 0.20% 112.7 525 0.192 0.89 2.12 20.6%MCLEAN AVENUE MH27 MH26 DCB53 & 54 0.098 1 0.073 0.171 0.255 12.12 153.68 0.109 0.20% 112.2 600 0.274 0.97 1.93 39.7%MCLEAN AVENUE MH26 MH25 TCB1 & 2 2.783 2.783 3.038 14.04 142.44 1.202 0.30% 12.3 1050 1.495 1.73 0.12 80.4%

ELLIPTICAL 865X1345LOT 131/132 MH25 HW6 4.691 15.63 134.42 1.752 0.25% 56.9 1200 1.949 1.72 0.55 89.9%

ELLIPTICAL 965X1525WEST POND MH53 HW7 19 0.116 0.116 0.116 10.00 168.45 0.054 0.35% 19.1 300 0.057 0.81 0.39 94.8%

LOCATION CB ID REMARKS

PERCENTAGE

FULL (%)

FLOW Q (m3/sec)

INTENSITY OF

RAINFALL (mm/hr)

TIME OF CONCEN. (minutes)

ACCUM. 100YR-

CAPTURE

TOT. SECT. 100YR-

CAPTURE

RLCB / EXTERNAL ENTRY

(AxR)

RLCB ID

STREET CB

ENTRY (AxR)

SEWER SECTION SEWER PROPERTIES




(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20)

UP STREAM

DOWN STREAM

SLOPE (%)

LENGTH (m)

SIZE (mm)



FLOW TIME

(minutes)


PERCENTAGE

FULL (%)

FLOW Q (m3/sec)

INTENSITY OF

RAINFALL (mm/hr)


ACCUM. 100YR-

CAPTURE

TOT. SECT. 100YR-

CAPTURE


(AxR)

RLCB ID

STREET CB

ENTRY (AxR)


BAILEY STREET MH51 MH13 DCB13 & 14 0.085 0.085 0.085 10.00 168.45 0.040 0.50% 56.3 300 0.068 0.97 0.97 58.0%

BARFOOT STREET MH50 MH12 DCB15 & 16 0.085 0.085 0.085 10.00 168.45 0.040 0.20% 84.9 450 0.127 0.80 1.77 31.1%

PORTLAND STREET MH48 MH11 DCB17 & 18 0.085 0.085 0.085 10.00 168.45 0.040 0.30% 65.8 375 0.096 0.87 1.26 41.3%

EMERSON STREET MH32 MH10 DCB21 & 22 0.085 0.085 0.085 10.00 168.45 0.040 0.25% 65.4 375 0.088 0.79 1.37 45.2%

MCLEAN AVENUE MH43 MH9 DCB39 & 40 0.085 0.085 0.085 10.00 168.45 0.040 0.25% 65.5 375 0.088 0.79 1.38 45.2%

KIRBY AVENUE MH31 MH13 CB15 0.042 0.042 0.042 10.00 168.45 0.020 0.50% 45.0 300 0.068 0.97 0.78 29.0%

KIRBY AVENUE MH13 MH12 CB16 & 17 0.087 0.087 0.214 10.97 161.31 0.096 0.20% 84.0 525 0.192 0.89 1.58 49.8%

KIRBY AVENUE MH12 MH11 CB18 & 19 0.094 0.094 0.393 12.55 151.00 0.165 0.20% 84.0 675 0.376 1.05 1.33 43.8%

KIRBY AVENUE MH11 MH10CB20 & 21

DCB19 & 20 0.174 0.174 0.651 13.88 143.32 0.259 0.20% 74.9 750 0.498 1.13 1.11 82.9%

KIRBY AVENUE MH10 MH9 DCB23 & 24 0.106 0.106 0.842 14.99 137.54 0.322 0.20% 75.1 750 0.498 1.13 1.11 64.7%

KIRBY AVENUE MH9 MH8 DCB25 & 26 0.111 0.111 1.038 16.10 132.23 0.381 0.20% 39.5 825 0.642 1.20 0.55 59.4%KIRBY AVENUE MH8 MH7 DCB27 & 28 0.116 0.116 1.154 16.65 129.77 0.416 0.20% 62.6 825 0.642 1.20 0.87 64.8%

KIRBY AVENUE MH7 MH6DCB29 & 30DCB31 & 32 0.216 13 & 14 0.057 0.272 1.426 17.52 126.06 0.499 0.20% 72.5 825 0.642 1.20 1.01 77.8%

KIRBY AVENUE MH6 MH4 DCB33 & 34 0.122 15 & 16 0.061 0.183 1.608 18.53 122.04 0.545 0.20% 75.6 825 0.642 1.20 1.05 85.0%

KIRBY AVENUE MH5 MH4 17 & 18 0.081 0.081 0.081 10.00 168.45 0.038 0.50% 51.4 300 0.068 0.97 0.89 55.8%

KIRBY AVENUE MH4 HW3 TCB5 & 6 2.365 2.365 4.054 19.58 118.13 1.331 0.20% 40.4 1200 1.743 1.54 0.44 76.3%

MCLEAN AVENUE MH28 MH29 CB5 & 6 0.085 3 0.030 0.115 0.115 10.00 168.45 0.054 0.25% 112.2 375 0.088 0.79 2.36 61.2%

MCLEAN AVENUE MH29 MH30CB7

DCB59 & 60 0.152 0.152 0.209 12.36 152.16 0.088 0.20% 74.9 450 0.127 0.80 1.56 69.3%MCLEAN AVENUE MH30 MH40 DCB63 & 64 0.104 0.104 0.208 13.92 143.13 0.083 0.25% 75.1 525 0.215 0.99 1.26 38.5%

MCLEAN AVENUE MH40 MH41CB10 & 11TCB3 & 4 1.784 1.784 1.992 15.18 136.61 0.756 0.25% 78.0 600 1.120 1.09 1.20 67.5%

EMERSON STREET MH30 MH47 DCB61 & 62 0.090 0.090 0.090 10.00 168.45 0.042 0.20% 78.0 450 0.127 0.80 1.62 33.1%




(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20)

UP STREAM

DOWN STREAM

SLOPE (%)

LENGTH (m)

SIZE (mm)



FLOW TIME

(minutes)


PERCENTAGE

FULL (%)

FLOW Q (m3/sec)

INTENSITY OF

RAINFALL (mm/hr)


ACCUM. 100YR-

CAPTURE

TOT. SECT. 100YR-

CAPTURE


(AxR)

RLCB ID

STREET CB

ENTRY (AxR)



BARFOOT STREET MH50 MH23 DCB43 & 44 0.085 0.085 0.085 10.00 168.45 0.040 0.50% 51.2 300 0.068 0.97 0.88 58.0%TRACEY LANE MH23 DCBMH24 4 0.049 0.049 0.134 10.88 161.93 0.060 0.50% 69.0 300 0.068 0.97 1.19 88.1%

TRACEY LANE DCBMH24 MH49DCB41 &

DCBMH32 0.224 0.224 0.357 12.07 153.95 0.153 0.80% 15.0 375 0.157 1.42 0.18 97.6%


BLOCK 293 MH49 MH47 0.537 12.25 152.84 0.228 0.20% 75.0 600 0.274 0.97 1.29 83.1%

EMERSON STREET MH32 MH47 CB8 & 9 0.085 0.085 0.085 10.00 168.45 0.040 0.50% 67.6 300 0.068 0.97 1.17 58.0%

BLOCK 294 MH47 MH41 0.712 13.54 145.22 0.287 0.20% 75.0 675 0.376 1.05 1.19 76.4%

MCLEAN AVENUE MH41 MH42 2.704 14.73 138.86 1.043 0.25% 9.7 975 1.120 1.50 0.11 93.1%

MCLEAN AVENUE MH43 MH42 0.000 10.00 168.45 0.000 0.50% 57.8 300 0.068 0.97 1.00 0.0%

BLOCK 295 MH42 MH45 2.704 14.84 138.31 1.039 0.25% 99.2 975 1.120 1.50 1.10 92.8%

DEY DRIVE MH46 MH45 DCB35 & 36 0.091 0.091 0.091 10.00 168.45 0.042 0.80% 84.7 300 0.086 1.22 1.15 49.2%

PARK LAND MH45 MH44 DCB37 & 38 0.085 DICB1 0.019 0.103 2.898 15.94 132.98 1.071 0.20% 131.4 1050 1.221 1.41 1.55 87.7%PARK LAND MH44 HW4 2.898 17.49 126.17 1.071 0.20% 21.2 1050 1.221 1.41 0.25 87.7%

BLOCK 286 PCS1 MH3 1.389 10.00 168.45 0.650 0.20% 70.7 900 0.809 1.27 0.93 80.3%BLOCK 287 MH3 MH2 1.389 10.93 161.62 0.624 0.20% 43.9 900 0.809 1.27 0.58 77.1%

TRAIN TRAIL MH2 MH1 1.389 11.50 157.67 0.608 0.20% 78.8 900 0.809 1.27 1.03 75.2%TRAIN TRAIL MH1 HW1 12.53 151.08 0.583 0.20% 11.9 900 0.809 1.27 0.16 72.0%

TOTAL FLOW FROM EDEN OAK (McNABB) DEVELOPMENT TO WEST POND = 1.806TOTAL FLOW FROM EDEN OAK (McNABB) DEVELOPMENT TO EAST POND = 2.401

TOTAL FLOW FROM EAST POND TO PRETTY RIVER = 0.583




(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21)



AxR

TIME OF CONCEN.

(min)

INTENSITY (mm/s)

TOTAL FLOW (L/S)

Act. INLET

CAP. (L/S)

CARRY OVER (L/S)

CARRY OVER (AxR)

Act. INLET (AxR)

GUTTER SLOPE (%)

GUTTER FLOW

VEL. (m/s)

GUTTER LENGTH

(m)

CARRY-OVER

TIME (min)

R.O.W. Width (m)

DEPTH AT CURB (m)

FLOW SPREAD

(m)REMARKS

OVERLAND FLOW TO BE CAPTURED BY DCB65 & 66 ON TRACEY LANE

TRACEY LANE DCB65 1271 0.90 1143.90 1143.90 10.00 0.047 53.52 250.00 0.00 0.00 1143.90 0.75% 0.62 81.57 2.18 20.0 0.059 2.93 CAPTURETRACEY LANE DCB66 1148 0.90 1033.20 1033.20 10.00 0.047 48.34 250.00 0.00 0.00 1033.20 0.75% 0.61 81.57 2.23 20.0 0.056 2.82 CAPTURE




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55



PROJECT NO: 15-010 PROPOSED DOWNSTREAM MAJOR STORM SEWER SYSTEM (100 - YEAR STORM) TO THE EAST PONDPROJECT LOCATION: COLLINGWOOD CALCS BY: S.N P.Eng. CHECKED BR.P.D. P.Eng.CLIENT: EDEN OAK (McNABB) INC.DATE:

HYDRAULIC GRADE LINE OF PROPOSED STORM SEWER TRIBUTARY TO EAST POND 100 YR HGL at EAST POND= 191.90

ROAD PIPE DIAMETER


PERIMETERHYDRAULIC

RADIUS R4/3 V (VELOCITY) VELOCITY HEAD


LOSS


LENGTH DOWNSTREA

M PIPE

FRICTION HEAD LOSS




H.G.L. DISTANCE

ABOVE OBVERT (m)


DEPTH BELOW

CENTRE LINE TO HGL

HEADWALL 3 OUTLET TO POND 191.900

S. HW3-UPSTRM POND 1.200 1.200 0.000 0.000 192.100 191.900 -0.200 191.680 N/A

N. MH4-DNSTRM POND 1.200 1.200 1.130 3.768 0.300 0.201 1.177 0.071 0.003 0.001 0.001 40.400 0.047 0.047 192.181 191.947 -0.234 191.761 2.033E. MH4-UPSTRM KIRBY AVENUE 0.300 0.300 0.004 0.004 191.361 191.950 0.590 191.220 2.030W. MH4-UPSTRM KIRBY AVENUE 0.825 0.825 0.004 0.004 191.886 191.950 0.065 191.638 2.030

W. MH5-DNSTRM KIRBY AVENUE 0.300 0.300 0.071 0.942 0.075 0.032 0.539 0.015 0.003 0.002 0.002 51.400 0.079 0.079 191.618 192.030 0.412 191.477 2.350

E. MH6-DNSTRM KIRBY AVENUE 0.825 0.825 0.534 2.591 0.206 0.122 1.021 0.053 0.003 0.001 0.001 75.600 0.109 0.109 192.037 192.059 0.022 191.790 1.991W. MH6-UPSTRM KIRBY AVENUE 0.825 0.825 0.003 0.003 192.067 192.062 -0.005 191.787 1.988

E. MH7-DNSTRM KIRBY AVENUE 0.825 0.825 0.534 2.591 0.206 0.122 0.934 0.045 0.003 0.001 0.001 72.500 0.087 0.087 192.212 192.149 -0.063 191.932 2.001W. MH7-UPSTRM KIRBY AVENUE 0.825 0.825 0.002 0.002 192.242 192.151 -0.091 191.896 1.999

E. MH8-DNSTRM KIRBY AVENUE 0.825 0.825 0.534 2.591 0.206 0.122 0.778 0.031 0.003 0.001 0.001 62.625 0.052 0.052 192.367 192.204 -0.164 192.021 1.876W. MH8-UPSTRM KIRBY AVENUE 0.825 0.825 0.002 0.002 192.397 192.205 -0.192 192.026 1.875

E. MH9-DNSTRM KIRBY AVENUE 0.825 0.825 0.534 2.591 0.206 0.122 0.714 0.026 0.003 0.001 0.001 39.540 0.028 0.028 192.476 192.233 -0.243 192.105 1.907W. MH9-UPSTRM KIRBY AVENUE 0.750 0.750 0.001 0.001 192.431 192.234 -0.197 192.116 1.906N. MH9-UPSTRM MCLEAN AVENUE 0.375 0.375 0.001 0.001 192.106 192.234 0.128 191.907 1.906

E. MH10-DNSTRM KIRBY AVENUE 0.750 0.750 0.442 2.355 0.188 0.107 0.729 0.027 0.003 0.001 0.001 75.100 0.062 0.062 192.581 192.297 -0.285 192.266 1.963W. MH10-UPSTRM KIRBY AVENUE 0.750 0.750 0.001 0.001 192.611 192.356 -0.255 192.356 1.904N. MH10-UPSTRM EMERSON STREET 0.375 0.375 0.001 0.001 192.286 192.298 0.012 192.166 1.962

E. MH11-DNSTRM KIRBY AVENUE 0.750 0.750 0.442 2.355 0.188 0.107 0.587 0.018 0.003 0.001 0.001 74.900 0.040 0.040 192.761 192.506 -0.255 192.506 1.794W. MH11-UPSTRM KIRBY AVENUE 0.675 0.675 0.001 0.001 193.036 192.672 -0.365 192.672 1.628N. MH11-UPSTRM PORTLAND STREET 0.375 0.375 0.001 0.001 192.466 192.507 0.041 192.256 1.793

E. MH12-DNSTRM KIRBY AVENUE 0.675 0.675 0.358 2.120 0.169 0.093 0.461 0.011 0.003 0.000 0.000 84.000 0.032 0.032 193.204 192.840 -0.365 192.840 1.980W. MH12-UPSTRM KIRBY AVENUE 0.525 0.525 0.001 0.001 193.084 192.840 -0.244 192.816 1.980N. MH12-UPSTRM BARFOOT STREET 0.450 0.450 0.001 0.001 193.059 192.840 -0.219 192.780 1.980

E. MH13-DNSTRM KIRBY AVENUE 0.525 0.525 0.216 1.649 0.131 0.067 0.443 0.010 0.003 0.000 0.000 84.000 0.041 0.041 193.252 192.984 -0.268 192.984 2.256W. MH13-UPSTRM KIRBY AVENUE 0.300 0.300 0.000 0.000 193.057 192.985 -0.072 192.865 2.255N. MH13-UPSTRM BAILEY STREET 0.300 0.300 0.000 0.000 193.107 192.985 -0.122 192.969 2.255

E. MH31-DNSTRM KIRBY AVENUE 0.300 0.300 0.071 0.942 0.075 0.032 0.280 0.004 0.003 0.000 0.000 45.000 0.019 0.019 193.282 193.090 -0.192 193.090 2.330

S. MH43-DNSTRM MCLEAN AVENUE 0.375 0.375 0.110 1.178 0.094 0.043 0.359 0.007 0.003 0.001 0.001 65.500 0.033 0.033 192.270 192.267 -0.003 192.071 2.273

S. MH32-DNSTRM EMERSON STREET 0.375 0.375 0.110 1.178 0.094 0.043 0.359 0.007 0.003 0.001 0.001 65.400 0.033 0.033 192.450 192.331 -0.119 192.330 2.319

S. MH48-DNSTRM PORTLAND STREET 0.375 0.375 0.110 1.178 0.094 0.043 0.359 0.007 0.003 0.001 0.001 65.800 0.033 0.033 192.664 192.540 -0.123 192.454 2.250

S. MH50-DNSTRM BARFOOT STREET 0.450 0.450 0.159 1.413 0.113 0.054 0.249 0.003 0.003 0.000 0.000 84.900 0.016 0.016 193.229 192.950 -0.279 192.950 2.290

April 28, 2017

Sheet 1 of 3




ROAD PIPE DIAMETER


PERIMETERHYDRAULIC



LOSS


LENGTH DOWNSTREA

M PIPE

FRICTION HEAD LOSS




H.G.L. DISTANCE

ABOVE OBVERT (m)


DEPTH BELOW

CENTRE LINE TO HGL

April 28, 2017

S. MH51-DNSTRM BAILEY STREET 0.300 0.300 0.071 0.942 0.075 0.032 0.561 0.016 0.003 0.002 0.002 56.300 0.094 0.094 193.389 193.251 -0.138 193.251 1.979


NW. HW4-UPSTRM POND 1.050 1.050 0.000 0.000 191.950 191.900 -0.050 191.656 N/A

SE. MH44-DNSTRM POND 1.050 1.050 0.865 3.297 0.263 0.168 1.237 0.078 0.003 0.002 0.002 21.200 0.032 0.032 192.006 191.932 -0.074 191.712 1.838W. MH44-UPSTRM PARK 1.050 1.050 0.004 0.004 192.056 191.936 -0.120 191.762 1.834

E. MH45-DNSTRM PARK 1.050 1.050 0.865 3.297 0.263 0.168 1.237 0.078 0.003 0.002 0.002 131.400 0.201 0.201 192.319 192.137 -0.182 192.025 2.073S. MH45-UPSTRM DEY DRIVE 0.300 0.300 0.004 0.004 191.649 192.141 0.492 191.577 2.069W. MH45-UPSTRM BLOCK 295 0.975 0.975 0.004 0.004 192.274 192.141 -0.133 191.777 2.069

N. MH46-DNSTRM DEY DRIVE 0.300 0.300 0.071 0.942 0.075 0.032 0.601 0.018 0.003 0.002 0.002 84.700 0.163 0.163 192.327 192.304 -0.023 192.255 1.876

E. MH42-DNSTRM BLOCK 295 0.975 0.975 0.746 3.062 0.244 0.152 1.392 0.099 0.003 0.002 0.002 99.200 0.212 0.212 192.522 192.354 -0.169 192.025 1.936S. MH42-UPSTRM MCLEAN AVENUE 0.300 0.300 0.005 0.005 191.927 192.359 0.431 191.627 1.931N. MH42-UPSTRM MCLEAN AVENUE 0.975 0.975 0.005 0.005 192.602 192.368 -0.234 192.368 1.922

N. MH43-DNSTRM MCLEAN AVENUE 0.300 0.300 0.071 0.942 0.075 0.032 0.000 0.000 0.003 0.000 0.000 57.800 0.000 0.000 192.216 192.359 0.142 191.916 2.181

S. MH41-DNSTRM MCLEAN AVENUE 0.975 0.975 0.746 3.062 0.244 0.152 1.398 0.100 0.003 0.002 0.002 9.700 0.021 0.021 192.626 192.392 -0.234 192.392 1.848W. MH41-UPSTRM BLOCK 294 0.675 0.675 0.005 0.005 192.356 192.397 0.041 192.120 1.843N. MH41-UPSTRM MCLEAN AVENUE 0.600 0.600 0.005 0.005 192.331 192.397 0.066 192.091 1.843

E. MH47-DNSTRM BLOCK 294 0.675 0.675 0.358 2.120 0.169 0.093 0.803 0.033 0.003 0.001 0.001 75.000 0.087 0.087 192.506 192.485 -0.022 192.270 1.735S. MH47-UPSTRM EMERSON STREET 0.300 0.300 0.002 0.002 192.211 192.486 0.275 192.073 1.734W. MH47-UPSTRM BLOCK 293 0.600 0.600 0.002 0.002 192.461 192.486 0.025 192.275 1.734N. MH47-UPSTRM EMERSON STREET 0.450 0.450 0.002 0.002 192.361 192.486 0.125 192.087 1.734

N. MH32-DNSTRM EMERSON STREET 0.300 0.300 0.071 0.942 0.075 0.032 0.561 0.016 0.003 0.002 0.002 67.600 0.113 0.113 192.549 192.599 0.050 192.403 2.051

E. MH49-DNSTRM BLOCK 293 0.600 0.600 0.283 1.884 0.150 0.080 0.807 0.033 0.003 0.001 0.001 75.000 0.103 0.103 192.611 192.589 -0.022 192.425 2.011S. MH49-UPSTRM PORTLAND STREET 0.300 0.300 0.002 0.002 192.391 192.591 0.199 192.244 2.009W. MH49-UPSTRM TRACEY LANE 0.375 0.375 0.002 0.002 192.416 192.591 0.174 192.338 2.009N. MH49-UPSTRM PORTLAND STREET 0.375 0.375 0.002 0.002 192.466 192.591 0.124 192.279 2.009

N. MH48-DNSTRM PORTLAND STREET 0.300 0.300 0.071 0.942 0.075 0.032 0.561 0.016 0.003 0.002 0.002 67.200 0.112 0.112 192.795 192.703 -0.092 192.648 2.087

E. DCBMH24-DNSTRM TRACEY LANE 0.375 0.375 0.110 1.178 0.094 0.043 1.385 0.098 0.003 0.008 0.008 15.000 0.114 0.114 192.536 192.704 0.168 192.458 1.776W. DCBMH24-UPSTRM TRACEY LANE 0.300 0.300 0.005 0.005 192.491 192.709 0.218 192.407 1.771

E. MH23-DNSTRM TRACEY LANE 0.300 0.300 0.071 0.942 0.075 0.032 0.852 0.037 0.003 0.004 0.004 69.000 0.266 0.266 192.836 192.975 0.139 192.752 2.155S. MH23-UPSTRM BARFOOT STREET 0.300 0.300 0.002 0.002 192.911 192.977 0.066 192.773 2.153

N. MH50-DNSTRM BARFOOT STREET 0.300 0.300 0.071 0.942 0.075 0.032 0.561 0.016 0.003 0.002 0.002 51.200 0.085 0.085 193.167 193.063 -0.105 193.029 2.177

S. MH29-DNSTRM PORTLAND STREET 0.375 0.375 0.110 1.178 0.094 0.043 0.401 0.008 0.003 0.001 0.001 78.000 0.050 0.050 192.661 192.640 -0.021 192.474 1.550

S. MH30-DNSTRM EMERSON STREET 0.450 0.450 0.159 1.413 0.113 0.054 0.266 0.004 0.003 0.000 0.000 78.000 0.017 0.017 192.517 192.503 -0.014 192.243 1.527

Sheet 2 of 3




ROAD PIPE DIAMETER


PERIMETERHYDRAULIC



LOSS


LENGTH DOWNSTREA

M PIPE

FRICTION HEAD LOSS




H.G.L. DISTANCE

ABOVE OBVERT (m)


DEPTH BELOW

CENTRE LINE TO HGL

April 28, 2017

S. MH40-DNSTRM MCLEAN AVENUE 0.600 0.600 0.283 1.884 0.150 0.080 2.675 0.365 0.003 0.015 0.015 78.000 1.177 1.177 192.526 193.575 1.048 192.286 0.255W. MH40-UPSTRM MCLEAN AVENUE 0.525 0.525 0.018 0.018 192.531 193.593 1.061 192.232 0.237

E. MH30-DNSTRM MCLEAN AVENUE 0.525 0.525 0.216 1.649 0.131 0.067 0.383 0.007 0.003 0.000 0.000 75.100 0.028 0.028 192.719 193.620 0.901 192.420 0.410W. MH30-UPSTRM MCLEAN AVENUE 0.450 0.450 0.000 0.000 192.674 193.621 0.947 192.499 0.409

E. MH29-DNSTRM MCLEAN AVENUE 0.450 0.450 0.159 1.413 0.113 0.054 0.556 0.016 0.003 0.001 0.001 74.900 0.072 0.072 192.824 193.692 0.868 192.649 0.498W. MH29-UPSTRM MCLEAN AVENUE 0.450 0.450 0.001 0.001 192.854 193.693 0.839 192.656 0.497

E. MH28-DNSTRM MCLEAN AVENUE 0.450 0.450 0.159 1.413 0.113 0.054 0.337 0.006 0.003 0.000 0.000 112.200 0.040 0.040 193.135 193.733 0.598 192.937 0.757

Sheet 3 of 3


PROJECT NO: 15-010 PROPOSED DOWNSTREAM MAJOR STORM SEWER SYSTEM (100 - YEAR STORM) TO WEST PONDPROJECT LOCATION: COLLINGWOOD CALCS BY: S.N. P.Eng. CHECKED BR.P.D. P.Eng.CLIENT: EDEN OAK (McNABB) INC.DATE:

HYDRAULIC GRADE LINE OF PROPOSED STORM SEWER TRIBUTARY TO WEST POND 100 YR HGL at WEST POND= 192.800

ROAD PIPE DIAMETER


PERIMETERHYDRAULIC



LOSS


LENGTH DOWNSTREA

M PIPE

FRICTION HEAD LOSS




H.G.L. DISTANCE

ABOVE OBVERT (m)


DEPTH BELOW

CENTRE LINE TO HGL


S. HW7-UPSTRM POND 0.300 0.300 0.000 0.000 192.030 192.800 0.770 191.961 N/A

N. MH53-DNSTRM POND 0.300 0.300 0.071 0.942 0.075 0.032 0.767 0.030 0.003 0.003 0.003 19.100 0.060 0.060 192.097 192.860 0.763 192.028 0.990


N. HW6-UPSTRM POND 1.200 1.200 0.000 0.000 192.695 192.800 0.105 192.213 N/AELLIPTICAL 965X1525

W. MH25-DNSTRM POND 1.200 1.200 1.130 3.768 0.300 0.201 1.550 0.122 0.003 0.002 0.002 56.900 0.114 0.114 192.837 192.914 0.077 192.355 1.196ELLIPTICAL 965X1525

N. MH25-UPSTRM MCLEAN AVENUE 1.050 1.050 0.006 0.006 192.812 192.920 0.108 192.527 1.190ELLIPTICAL 865X1345

S. MH25-UPSTRM MCLEAN AVENUE 0.900 0.900 0.006 0.006 192.682 192.920 0.238 192.432 1.190ELLIPTICAL 735X1145

S. MH26-DNSTRM MCLEAN AVENUE 1.050 1.050 0.865 3.297 0.263 0.168 1.389 0.098 0.003 0.002 0.002 12.300 0.024 0.024 192.849 192.944 0.095 192.564 1.146ELLIPTICAL 865X1145

E. MH26-UPSTRM MCLEAN AVENUE 0.600 0.600 0.005 0.005 192.659 192.949 0.290 192.317 1.141

W. MH27-DNSTRM MCLEAN AVENUE 0.600 0.600 0.283 1.884 0.150 0.080 0.386 0.008 0.003 0.000 0.000 112.200 0.035 0.035 192.884 192.984 0.101 192.542 1.306E. MH27-UPSTRM MCLEAN AVENUE 0.525 0.525 0.000 0.000 192.839 192.985 0.146 192.471 1.305

W. MH28-DNSTRM MCLEAN AVENUE 0.525 0.525 0.216 1.649 0.131 0.067 0.183 0.002 0.003 0.000 0.000 112.700 0.010 0.010 193.064 192.994 -0.070 192.696 1.496

N. MH20-DNSTRM MCLEAN AVENUE 0.900 0.900 0.636 2.826 0.225 0.137 0.999 0.051 0.003 0.001 0.001 62.700 0.077 0.077 192.808 192.997 0.190 192.558 1.283E. MH20-UPSTRM TRACEY LANE 0.750 0.750 0.003 0.003 192.903 193.000 0.097 192.565 1.280S. MH20-UPSTRM KIRBY AVENUE 0.600 0.600 0.003 0.003 192.703 193.000 0.297 192.457 1.280W. MH20-UPSTRM TRACEY LANE 0.450 0.450 0.003 0.003 192.603 193.000 0.397 192.513 1.280

W. MH21-DNSTRM TRACEY LANE 0.750 0.750 0.442 2.355 0.188 0.107 0.667 0.023 0.003 0.001 0.001 85.100 0.059 0.059 193.073 193.059 -0.014 192.735 1.391E. MH21-UPSTRM TRACEY LANE 0.600 0.600 0.001 0.001 192.953 193.060 0.108 192.665 1.390S. MH21-UPSTRM ALBANY STREET 0.525 0.525 0.001 0.001 192.928 193.060 0.133 192.629 1.390

W. MH22-DNSTRM TRACEY LANE 0.600 0.600 0.283 1.884 0.150 0.080 0.526 0.014 0.003 0.001 0.001 84.000 0.049 0.049 193.121 193.109 -0.011 192.833 1.631E. MH22-UPSTRM TRACEY LANE 0.375 0.375 0.001 0.001 192.926 193.110 0.184 192.731 1.630S. MH22-UPSTRM BAILEY STREET 0.375 0.375 0.001 0.001 192.976 193.110 0.134 192.766 1.630

W. MH23-DNSTRM TRACEY LANE 0.375 0.375 0.110 1.178 0.094 0.043 0.370 0.007 0.003 0.001 0.001 84.100 0.045 0.045 193.136 193.156 0.020 192.941 1.974

N. MH51-DNSTRM BAILEY STREET 0.375 0.375 0.110 1.178 0.094 0.043 0.359 0.007 0.003 0.001 0.001 79.800 0.041 0.041 193.215 193.151 -0.065 193.005 2.079

N. MH52-DNSTRM ALBANY STREET 0.525 0.525 0.216 1.649 0.131 0.067 0.347 0.006 0.003 0.000 0.000 79.100 0.024 0.024 193.308 193.084 -0.224 193.009 2.136S. MH52-UPSTRM ALBANY STREET 0.375 0.375 0.000 0.000 193.308 193.109 -0.199 193.109 2.111

N. MH14-DNSTRM ALBANY STREET 0.375 0.375 0.110 1.178 0.094 0.043 0.359 0.007 0.003 0.001 0.001 56.900 0.029 0.029 193.108 193.138 0.030 192.910 1.962

N. MH16-DNSTRM KIRBY AVENUE 0.600 0.600 0.283 1.884 0.150 0.080 0.652 0.022 0.003 0.001 0.001 66.700 0.060 0.060 192.836 193.060 0.224 192.590 1.430

April 28, 2017

Sheet 10 of 13


PROJECT NO: 15-010 PROPOSED DOWNSTREAM MAJOR STORM SEWER SYSTEM (100 - YEAR STORM) TO WEST PONDPROJECT LOCATION: COLLINGWOOD CALCS BY: S.N. P.Eng. CHECKED BR.P.D. P.Eng.CLIENT: EDEN OAK (McNABB) INC.DATE:

HYDRAULIC GRADE LINE OF PROPOSED STORM SEWER TRIBUTARY TO WEST POND 100 YR HGL at WEST POND= 192.800

ROAD PIPE DIAMETER


PERIMETERHYDRAULIC



LOSS


LENGTH DOWNSTREA

M PIPE

FRICTION HEAD LOSS




H.G.L. DISTANCE

ABOVE OBVERT (m)


DEPTH BELOW

CENTRE LINE TO HGL

April 28, 2017

S. MH16-UPSTRM KIRBY AVENUE 0.525 0.525 0.001 0.001 192.791 193.061 0.270 192.586 1.429

N. MH15-DNSTRM KIRBY AVENUE 0.525 0.525 0.216 1.649 0.131 0.067 0.701 0.025 0.003 0.001 0.001 69.400 0.086 0.086 192.965 193.147 0.182 192.760 1.573E. MH15-UPSTRM KIRBY AVENUE 0.375 0.375 0.001 0.001 192.895 193.148 0.253 192.771 1.572

W. MH14-DNSTRM KIRBY AVENUE 0.375 0.375 0.110 1.178 0.094 0.043 0.690 0.024 0.003 0.002 0.002 85.000 0.160 0.160 193.150 193.308 0.158 193.026 1.792E. MH14-UPSTRM KIRBY AVENUE 0.300 0.300 0.001 0.001 193.105 193.309 0.204 192.997 1.791

W. MH31-DNSTRM KIRBY AVENUE 0.300 0.300 0.071 0.942 0.075 0.032 0.561 0.016 0.003 0.002 0.002 39.000 0.065 0.065 193.222 193.374 0.152 193.114 1.276

E. MH19-DNSTRM TRACEY LANE 0.450 0.450 0.159 1.413 0.113 0.054 0.961 0.047 0.003 0.003 0.003 51.200 0.146 0.146 192.756 193.146 0.390 192.666 1.314W. MH19-UPSTRM TRACEY LANE 0.450 0.450 0.002 0.002 192.806 193.149 0.342 192.698 1.311

E. MH18-DNSTRM TRACEY LANE 0.450 0.450 0.159 1.413 0.113 0.054 0.751 0.029 0.003 0.002 0.002 55.400 0.097 0.097 192.917 193.245 0.328 192.809 1.505W. MH18-UPSTRM TRACEY LANE 0.375 0.375 0.001 0.001 192.892 193.247 0.355 192.757 1.503

E. MH17-DNSTRM TRACEY LANE 0.375 0.375 0.110 1.178 0.094 0.043 0.598 0.018 0.003 0.001 0.001 75.700 0.107 0.107 193.081 193.354 0.272 192.946 1.756

Sheet 11 of 13



56

APPENDIX ‘F’

Subsurface Infiltration Trench Design

Phosphorus Loading Calculation Report including e-mail correspondence with NVCA



57

Subsurface Infiltration Trench Design

SUB-SURFACE INFILTRATION TRENCH DESIGN

MOE SWM manual refers to have a minimum percolation rate of 15 mm/hr

Percolation Rate Used = 15.0 (mm/Hr)

Trench DesignCalculate Trench Bottom Area Using Equation = 4.3 (MOE SWM Manual)

A = 1000 V/ PnT Where A = Trench Bottom Area (sq.m)V = Runoff Volume to be infiltratedP = Percolation rate in mm/hrn = Porosity of the Storage Media (Clear Stone = 0.4)T= Retention Time in hours

NVCA's Erosion Control Criteria for Run-off Volume to be Retained on-site

Area (sq.m.) Maximum Lot CoveImpervious Area172,214.07 0.60 103,328.44

47,845.79 0.70 33,492.0516,031.70 0.25 4,007.93

Total 236,091.56 0.60 140,828.42

5 mm storm event: 5.0 mm 24hr rainfall

Total site Runoff volume = 704.14 cu.m.

Calculating Runoff Volume to be infiltrated (Roof)

Area (sq.m.) Roof area Impervious Area

56,247.27 0.40 22,498.9131,687.40 0.45 14,259.33

Total 87,934.67 0.42 36,758.24

Per MOE's 4.5.6, max. 20 mm storm event of roof drainage: 20.0 mm

Total site Runoff volume to be infiltrated = 735.16 cu.m.

Calculating Required Trench Bottom Area

V (runoff) cu.m

P (percolation rate mm/h)

n = Porosity of storage media (clear stone)

Retention Time (T) hrs

Required Trench Bottom Area (sq.m)

735.16 15.00 0.40 48.00 2552.66

Calculating Depth of Storage Media (Trench Depth)

Using Equation 4.2 (MOE SWM Manual)

D = PT/1000

Where D = Depth of Storage Media (m)P = Percolation Rate (mm/hr) = 15.00T = Drawdown Time ( hrs) = 48.00

Depth (m)= D = 0.720 Use Depth(m) = 0.80

Percolation Rate Over Trench Area, or Qinfiltration

P (percolation rate mm/h)

P (percolation rate m/h)

Total Trench Bottom Area

(sq.m)Qinfiltration

(m3/h) Qinfiltration (lps)15.00 0.015 2552.66 15.32 4.25

Checking Storage availability

Trench Bottom Area (sq.m) Trench Depth (m)

Trench Volume (cu.m)

n, porosity of Storage Media (clear stone)

Storage Media Volume (cu.m)

2992.50 0.80 2394.00 0.40 957.60"2.5m WIDE x 4.5m LENGTH" x 266 lots 1.0m cover per Figure 4.4, MOE Manual

Trench oversized by 1.3x for longevity factor

Single Lots incl. RoadTownhouse Lots incl. Road

Percolation test to be carried out to verify once Engineer Fill has been placed.

Lots 74 - 100, 141-188, 189 - 256 (Remaining Lots n/a due to groundwater

levels)Lots (Townhouses)

SWM Ponds



58

Phosphorus Loading Calculation Report including e-mail correspondence with NVCA

PH

OS

PH

OR

US

EX

PO

RT

CO

EF

FIC

IEN

TS

: D

evel

opm

ent

Up

dat

ed :

Sep

t 2

01

4

Lan

d-U

se S

pec

ific

Ph

orp

ho

rus

Exp

ort

Co

effi

cien

ts f

or

any

off

Can

adia

n S

hie

ld W

ater

shed

s fo

r

dev

elo

pm

ent

An

nu

al P

ho

sph

oru

s Lo

ad (

kg/h

a/ye

ar)

Agr

icu

ltu

ral

Cro

pla

nd

Co

mm

erci

alTr

ansp

ort

atio

nW

etla

nd

Turf

/So

d

Urb

anN

atu

ral H

erit

age

Res

iden

tial

Ind

ust

rial

Fore

stTr

ansi

tio

n

0.1

6+0

.16

*A

Hay

/

Pas

ture

Low

Inte

nsi

ty

Res

iden

tial

Un

pav

ed

Ro

ads

Op

en

Wat

er

TPi *

Pre

cip

* P

j * R

v *

10

0

TPi=

0.2

0TP

i=0

.41

TPi=

0.5

0TP

i=0

.41

Fore

stTr

ansi

tio

nW

etla

nd

Turf

/So

dH

ay/P

astu

reLo

w In

t. R

es.

Un

pav

ed R

oad

sO

pen

Wat

er

Natu

ral H

erita

ge la

nd u

ses

mean p

hosp

horu

s export

for

all

‘monito

red’ L

ake

Sim

coe s

ubw

ate

rsheds

(n =

7)

derive

d u

sing p

hosp

horu

s lo

ads

from

CA

NW

ET

modelin

g.

Monito

red s

ubw

ate

rsheds a

re those

with

suffic

ient m

easu

red d

ata

to v

alid

ate

and c

alib

rate

the m

odel.

Open W

ate

r la

nd u

se is

calc

ula

ted fro

m the m

ean m

easu

red a

tmosp

heric

load o

f 19 tonnes/

yr a

vera

ged o

ver

5 y

ears

fro

m 2

002 to 2

007 to the s

urf

ace

of Lake

Sim

coe

(surf

ace

are

a =

722 k

m2)

(Sco

tt e

t al.,

2006; LS

RC

A, 2009).

Cro

pla

nd land u

ses

are

deve

loped fro

m the r

ela

tionship

betw

een C

AN

WE

T d

erive

d p

hosp

horu

s exp

ort

for

Lake

Sim

coe s

ubw

ate

rsheds

and s

oil

loss

. W

here

A =

soil

loss

dete

rmin

ed u

sing the U

niv

ers

al S

oil

Loss

Equatio

n (

US

LE

)

Urb

an land u

ses

are

derived w

here

TP

i is

tota

l phosp

horu

s conce

ntr

atio

n (

mg/L

) in

runoff m

easu

red fro

m la

nd u

se (

i) fro

m the S

WA

MP

stu

die

s (T

RC

A, 2005),

Pre

cip is

the

annual p

reci

pita

tion (

mm

/yr)

, P

j is

the fra

ctio

n o

f P

reci

p that pro

duce

s ru

noff, and R

v is

the r

unoff c

oeffic

ient =

0.0

5 +

0.9

1 x

imperv

ious

fract

ion follo

win

g U

S E

PA

’s S

imple

Meth

od.

Pa

ge

1 o

f 1

5/4

/20

17

Pre-Development Phosphorus ExportUpdated : Sept 2014

DEVELOPMENT :

Area (ha)

P coeff

(kg/ha)

Pload

(kg/yr)Landuse

Eden Oak McNabb Subdivision

Agricultural

Cropland 24.93 3.99Pre-Dev.

24.93 3.99Agricultural Land use Class Total :

3.99 24.93Development Total :

5/4/2017 Page 1 of 1

Cropland Site Sediment & Phosphorus Pre-Development ExportUpdated : Sept 2014

Eden Oak McNabb SubdivisionDEVELOPMENT :

COLOUR KEY : Site Specific Input Constant / Lookup Calculation

Pre-Dev.SubArea :

0.30

24.93

1.00

500.00

0.30

0.16

3.99

R (rainfall / runoff for Lake Simcoe)

K (soil errodability factor)

NN (determined by slope)

LS (slope length gradient factor)

C (crop management factor)

P (prevention + capture)

Soil Loss (kg/year)

Phosphorus export (kg/ha/yr)

Phosphorus load (kg/yr)

Slope Area (ha)

Surface Slope Gradient (%)

Length of Slope (m)

Cropt Type Factor)

Tillage Type Factor

24.93

0.16

3.99

PRE Developed Area (ha) :

Phosphorus export (kg/ha/yr) :

Phosphorus load (kg/yr) :

5/4/2017 Page 1 of 1

Post-Development Phosphorus ExportUpdated : Sept 2014

DEVELOPMENT :

Area (ha)

P coeff

(kg/ha)

Pload

(kg/yr)Landuse


Urban

Residential 2.93 1.85 0.41


Residential 17.22 23.25 0.41

24.93 32.56Urban Land use Class Total :


5/4/2017 Page 1 of 1

Cropland Site Sediment & Phosphorus Post-Development ExportUpdated : Sept 2014

Eden Oak McNabb SubdivisionDEVELOPMENT :

COLOUR KEY : Site Specific Input Constant / Lookup Calculation

SubArea :







Soil Loss (kg/year)



Slope Area (ha)


Length of Slope (m)

Cropt Type Factor)

Tillage Type Factor




5/4/2017 Page 1 of 1

Development Export SummaryUpdated : Sept 2014

False

Development :Eden Oak McNabb Subdivision

Pre-Development Phosphorus ExportUpdated : Sept 2014


Landuse

Pload

(kg/yr)

P coeff

(kg/ha)Area (ha)

DEVELOPMENT :

Agricultural

Cropland 24.93 3.99Pre-Dev.

24.93 3.99Agricultural Land use Class Total :


Page 1 of 15/4/2017

Cropland Site Sediment & Phosphorus Pre-Development ExportUpdated : Sept 2014

CalculationConstant / LookupSite Specific InputCOLOUR KEY :

DEVELOPMENT : Eden Oak McNabb Subdivision

Pre-Dev.SubArea :

0.30

24.93

1.00

500.00

0.30

0.16

3.99







Soil Loss (kg/year)



Slope Area (ha)


Length of Slope (m)

Cropt Type Factor)

Tillage Type Factor

24.93

0.16

3.99




Page 1 of 15/4/2017

Page 1 of 45/4/2017


Post-Development Phosphorus ExportUpdated : Sept 2014


Landuse

Pload

(kg/yr)

P coeff

(kg/ha)Area (ha)

DEVELOPMENT :

Urban



Residential 17.22 23.25 0.41

24.93 32.56Urban Land use Class Total :


Page 1 of 15/4/2017

Cropland Site Sediment & Phosphorus Post-Development ExportUpdated : Sept 2014

CalculationConstant / LookupSite Specific InputCOLOUR KEY :

DEVELOPMENT : Eden Oak McNabb Subdivision

SubArea :







Soil Loss (kg/year)



Slope Area (ha)


Length of Slope (m)

Cropt Type Factor)

Tillage Type Factor




Page 1 of 15/4/2017

Page 2 of 45/4/2017


Post Dev BMPUpdated : Sept 2014

Best Management Practices (BMP) Applied (and Rationale)

P Load

Reduction

(kg/yr)

RationaleP

coefficient

Treated Area

%

Area (ha) P

coefficient

Residential

10.43 100 1.35 West Pond

Wet Detention Ponds

8.8763 %

Residential

11.76 100 1.35 East Pond

Wet Detention Ponds

10.0063 %

Residential

1.98 100 1.35 Lot 74-100, 141-188, 189-256 and Townhouse

BlocksSoakaways - Infiltration Trenches

1.6060 %

Page 1 of 15/4/2017

Development Area P and BMP SummaryUpdated : Sept 2014

Total PreDevelopment Area (ha):

PreDevelopment Area excluding Wetlands (ha):

Total PostDevelopment Area (ha):

Total Area treated by BMP's (ha):

Treated Area total:

Total PostDevelopment Load with BMP's (kg/yr)

Minimum P Load Reduction Required:

Total P Load Reduction with BMP's (kg/yr):

Total PostDevelopment Load (kg/yr):

Total PreDevelopment Load (kg/yr):

Conclusion :

24.93

24.93

24.93

24.17

20.47

28.57

12.09

No Net Increase in P Load.

3.99

32.56

24.17

Page 1 of 15/4/2017

Page 3 of 45/4/2017


Post Dev ConstructionUpdated : Sept 2014

Rock Check Dam

Silt Soxx

Ditch/Swale Sediment Trap

Page 1 of 15/4/2017

Page 4 of 45/4/2017

Daniel Oh <[email protected]>

FW: NVCA Comments Eden Oak McNabb Subdivision Latest CAD Base

Tom Reeve <[email protected]> Thu, Apr 6, 2017 at 1:26 PMTo: "[email protected]" <[email protected]>Cc: Lee Bull <[email protected]>, Peter Alm <[email protected]>

Hi Daniel,

Yes, it sounds like the stormwater treatment you have proposed already are sufficient tomeet the goal. When you make your resubmission be sure to include the report from yourmodel run and we review it.

Thanks,

Tom Reeve | Senior Manager, Engineering Services

Nottawasaga Valley Conservation Authority

8195 8th Line, Utopia, ON L0M 1T0

T 7054241479, ext. 247 F 7054242115

[email protected]

This email message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidentialand privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intendedrecipient, please contact the sender and destroy all copies of the original message.

From: Lee Bull Sent: April0617 1:23 PMTo: Peter Alm; Tom ReeveSubject: FW: FW: NVCA Comments Eden Oak McNabb Subdivision Latest CAD Base

Hi guys

Can you please respond to Mr. Oh’s question below?

Thanks!

Lee

tel:(705)%20424-1479

tel:(705)%20424-2115

mailto:[email protected]

http://nvca.on.ca/

Lee J. Bull, MCIP, RPP | Manager, Planning Services

Nottawasaga Valley Conservation Authority

8195 8th Line, Utopia, ON L0M 1T0

T 7054241479 ext. 231 F 7054242115

[email protected] nvca.on.ca

This e‐mail message, including any aachments, is for the sole use of the intended recipient(s) and may contain confidenal and privileged informaon. Anyunauthorized review, use, disclosure or distribuon is prohibited. If you are not the intended recipient, please contact the sender and destroy all copies of theoriginal message.

From: Daniel Oh [mailto:[email protected]] Sent: April0617 1:19 PMTo: Lee BullSubject: Re: FW: NVCA Comments Eden Oak McNabb Subdivision Latest CAD Base

Good Afternoon Lee,

As per the NVCA'a request, we have completed a Phosphorus removal calculation using the NVCA's online tool.

Based on the input information, "Conclusion" box from the Development Area P and BMP Summary reads "No NetIncrease in P Load".

Does this mean that the current BMP for Phosphorus removal acceptable?

Please advise. Thank you.

Best Regards,

Daniel Oh, P.Eng., CAPMProject Engineer

CONDELAND ENGINEERING LTD.350 Creditstone Road, Unit 200Concord, Ontario L4K 3Z2P) 9056952096 ext. 28F) 9056952099E) [email protected]

The content of this email is the confidential property of Condeland Engineering Ltd. and should not be copied, modified,retransmitted, or used for any purpose except with Condeland’s authorization. If you are not the intended recipient, please delete allcopies and notify us immediately.

Forwarded message From: Abu Junayet <[email protected]> Date: Tue, Feb 14, 2017 at 1:19 PM

tel:(705)%20424-1479

tel:(705)%20424-2115


http://nvca.on.ca/


tel:(905)%20695-2099





59

APPENDIX ‘G’

SWMHYMO Output files for the 25mm Storm

East and West Ponds Erosion Control Storage

Condeland Engineering Limited 25mm 4 hour duration StormPage 1

00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 437754900009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: Condeland Engineering Limited +++++++++00025> +++++++++ in any City SERIAL#:4377549 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2017-05-15 TIME: 15:39:09 RUN COUNTER: 000870 *00039> *******************************************************************************00040> * Input filename: X:\Projects\15010\POSTDE~1\25mm4hr.dat *00041> * Output filename: X:\Projects\15010\POSTDE~1\25mm4hr.out *00042> * Summary filename: X:\Projects\15010\POSTDE~1\25mm4hr.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [EDEN OAK (MCNABB) INC.] Project Number: [15-010] 00053> *# Date : 09-20-2015 00054> *# Modeller : [Robert De Angelis, P. Eng.] 00055> *# Company : Condeland Engineering Limited 00056> *# License # : 4377549 00057> *#******************************************************************************00058> --------------------00059> | START | Project dir.: X:\Projects\15010\POSTDE~1\ 00060> -------------------- Rainfall dir.: X:\Projects\15010\POSTDE~1\ 00061> TZERO = .00 hrs on 000062> METOUT= 2 (output = METRIC) 00063> NRUN = 00100064> NSTORM= 000065> --------------------------------------------------------------------------------



00066> 001:0002------------------------------------------------------------------------00067> *#East Side 00068> *# Read the 25mm storm event 00069> --------------------00070> | READ STORM | Filename: 25mm 4hour storm 00071> | Ptotal= 25.02 mm| Comments: 25mm 4hour storm 00072> --------------------00073> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00074> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00075> .17 2.170 | 1.17 6.200 | 2.17 5.620 | 3.17 2.95000076> .33 2.380 | 1.33 12.180 | 2.33 4.800 | 3.33 2.76000077> .50 2.660 | 1.50 41.670 | 2.50 4.210 | 3.50 2.62000078> .67 3.030 | 1.67 15.280 | 2.67 3.780 | 3.67 2.47000079> .83 3.580 | 1.83 9.220 | 2.83 3.450 | 3.83 2.35000080> 1.00 4.470 | 2.00 6.880 | 3.00 3.180 | 4.00 2.23000081> 00082> --------------------------------------------------------------------------------00083> 001:0003------------------------------------------------------------------------00084> ----------------------00085> | CALIB STANDHYD | Area (ha)= 4.6400086> | 06:501 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 23.0000087> ----------------------00088> IMPERVIOUS PERVIOUS (i)00089> Surface Area (ha)= 2.32 2.3200090> Dep. Storage (mm)= .80 5.0000091> Average Slope (%)= 2.00 2.0000092> Length (m)= 176.00 40.0000093> Mannings n = .013 .15000094> 00095> Max.eff.Inten.(mm/hr)= 41.67 7.4900096> over (min) 4.00 19.0000097> Storage Coeff. (min)= 4.13 (ii) 18.78 (ii)00098> Unit Hyd. Tpeak (min)= 4.00 19.0000099> Unit Hyd. peak (cms)= .28 .0600100> *TOTALS*00101> PEAK FLOW (cms)= .11 .03 .119 (iii)00102> TIME TO PEAK (hrs)= 1.50 1.87 1.51700103> RUNOFF VOLUME (mm)= 24.22 4.77 9.24500104> TOTAL RAINFALL (mm)= 25.02 25.02 25.02300105> RUNOFF COEFFICIENT = .97 .19 .36900106> 00107> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00108> CN* = 68.0 Ia = Dep. Storage (Above)00109> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00110> THAN THE STORAGE COEFFICIENT.00111> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00112> 00113> --------------------------------------------------------------------------------00114> 001:0004------------------------------------------------------------------------00115> --------------------00116> | ROUTE PIPE 501pip| PIPE Number = 1.0000117> | IN= 6---> OUT= 1 | Diameter (mm)= 1050.0000118> | DT= 1.0 min | Length (m)= 318.3000119> -------------------- Slope (m/m)= .0020000120> Manning n = .01300121> 00122> <------------------- TRAVEL TIME TABLE ------------------->00123> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 00124> (m) (cu.m.) (cms) (m/s) min00125> .055 .556E+01 .007 .375 14.1500126> .111 .155E+02 .028 .585 9.0700127> .166 .279E+02 .066 .753 7.0500128> .221 .422E+02 .119 .895 5.9300129> .276 .579E+02 .185 1.018 5.2100130> .332 .747E+02 .264 1.126 4.71

robert.deangelis

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00131> .387 .922E+02 .354 1.222 4.3400132> .442 .110E+03 .452 1.305 4.0600133> .497 .129E+03 .557 1.379 3.8500134> .553 .147E+03 .666 1.442 3.6800135> .608 .165E+03 .777 1.495 3.5500136> .663 .183E+03 .887 1.539 3.4500137> .718 .201E+03 .993 1.572 3.3700138> .774 .218E+03 1.091 1.596 3.3200139> .829 .233E+03 1.179 1.608 3.3000140> .884 .248E+03 1.250 1.607 3.3000141> .939 .260E+03 1.299 1.590 3.3400142> .995 .270E+03 1.314 1.548 3.4300143> 1.050 .276E+03 1.222 1.411 3.7600144> <---- hydrograph ----> <-pipe / channel->00145> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL00146> (ha) (cms) (hrs) (mm) (m) (m/s)00147> INFLOW : ID= 6:501 4.64 .119 1.52 9.245 .221 .89500148> OUTFLOW: ID= 1:501pip 4.64 .097 1.55 9.245 .198 .83100149> 00150> 00151> --------------------------------------------------------------------------------00152> 001:0005------------------------------------------------------------------------00153> ----------------------00154> | CALIB STANDHYD | Area (ha)= 6.5600155> | 02:502 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 22.0000156> ----------------------00157> IMPERVIOUS PERVIOUS (i)00158> Surface Area (ha)= 3.28 3.2800159> Dep. Storage (mm)= .80 5.0000160> Average Slope (%)= 2.00 2.0000161> Length (m)= 209.00 40.0000162> Mannings n = .013 .15000163> 00164> Max.eff.Inten.(mm/hr)= 41.67 7.7100165> over (min) 5.00 19.0000166> Storage Coeff. (min)= 4.58 (ii) 19.06 (ii)00167> Unit Hyd. Tpeak (min)= 5.00 19.0000168> Unit Hyd. peak (cms)= .24 .0600169> *TOTALS*00170> PEAK FLOW (cms)= .15 .04 .157 (iii)00171> TIME TO PEAK (hrs)= 1.52 1.87 1.51700172> RUNOFF VOLUME (mm)= 24.22 4.84 9.10100173> TOTAL RAINFALL (mm)= 25.02 25.02 25.02300174> RUNOFF COEFFICIENT = .97 .19 .36400175> 00176> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00177> CN* = 68.0 Ia = Dep. Storage (Above)00178> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00179> THAN THE STORAGE COEFFICIENT.00180> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00181> 00182> --------------------------------------------------------------------------------00183> 001:0006------------------------------------------------------------------------00184> ----------------------00185> | CALIB NASHYD | Area (ha)= 1.27 Curve Number (CN)=68.0000186> | 03:503Par DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000187> ---------------------- U.H. Tp(hrs)= .29000188> 00189> Unit Hyd Qpeak (cms)= .16700190> 00191> PEAK FLOW (cms)= .005 (i)00192> TIME TO PEAK (hrs)= 2.01700193> RUNOFF VOLUME (mm)= 2.36100194> TOTAL RAINFALL (mm)= 25.02300195> RUNOFF COEFFICIENT = .094



00196> 00197> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00198> 00199> --------------------------------------------------------------------------------00200> 001:0007------------------------------------------------------------------------00201> ----------------------00202> | CALIB STANDHYD | Area (ha)= 1.0700203> | 04:504 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0000204> ----------------------00205> IMPERVIOUS PERVIOUS (i)00206> Surface Area (ha)= .54 .5400207> Dep. Storage (mm)= .80 5.0000208> Average Slope (%)= 2.00 2.0000209> Length (m)= 84.00 40.0000210> Mannings n = .013 .15000211> 00212> Max.eff.Inten.(mm/hr)= 41.67 2.3400213> over (min) 3.00 26.0000214> Storage Coeff. (min)= 2.65 (ii) 25.97 (ii)00215> Unit Hyd. Tpeak (min)= 3.00 26.0000216> Unit Hyd. peak (cms)= .41 .0400217> *TOTALS*00218> PEAK FLOW (cms)= .06 .00 .060 (iii)00219> TIME TO PEAK (hrs)= 1.50 2.08 1.50000220> RUNOFF VOLUME (mm)= 24.22 2.87 13.54800221> TOTAL RAINFALL (mm)= 25.02 25.02 25.02300222> RUNOFF COEFFICIENT = .97 .11 .54100223> 00224> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00225> CN* = 68.0 Ia = Dep. Storage (Above)00226> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00227> THAN THE STORAGE COEFFICIENT.00228> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00229> 00230> --------------------------------------------------------------------------------00231> 001:0008------------------------------------------------------------------------00232> ----------------------00233> | CALIB NASHYD | Area (ha)= .11 Curve Number (CN)=68.0000234> | 05:511 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000235> ---------------------- U.H. Tp(hrs)= .16000236> 00237> Unit Hyd Qpeak (cms)= .02600238> 00239> PEAK FLOW (cms)= .000 (i)00240> TIME TO PEAK (hrs)= 1.75000241> RUNOFF VOLUME (mm)= 2.35800242> TOTAL RAINFALL (mm)= 25.02300243> RUNOFF COEFFICIENT = .09400244> 00245> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00246> 00247> --------------------------------------------------------------------------------00248> 001:0009------------------------------------------------------------------------00249> ------------------------00250> | ADD HYD (501+502+50) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00251> ------------------------ (ha) (cms) (hrs) (mm) (cms)00252> ID1 01:501pipe 4.64 .097 1.55 9.25 .000 00253> +ID2 02:502 6.56 .157 1.52 9.10 .000 00254> +ID3 03:503Park 1.27 .005 2.02 2.36 .000 00255> +ID4 04:504 1.07 .060 1.50 13.55 .000 00256> +ID5 05:511 .11 .000 1.75 2.36 .000 00257> ===========================================================00258> SUM 06:501+502+50 13.65 .307 1.52 8.82 .000 00259> 00260> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.



00261> 00262> --------------------------------------------------------------------------------00263> 001:0010------------------------------------------------------------------------00264> ---------------------00265> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.00266> | IN>06:(501+50) |00267> | OUT<01:(eastpo) | ========= OUTLFOW STORAGE TABLE =========00268> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00269> (cms) (ha.m.) | (cms) (ha.m.)00270> .000 .0000E+00 | .040 .6347E+0000271> .011 .3660E-01 | .043 .7482E+0000272> .019 .1137E+00 | .402 .8678E+0000273> .022 .1542E+00 | .469 .9299E+0000274> .026 .2392E+00 | .576 .1059E+0100275> .029 .2837E+00 | .623 .1126E+0100276> .032 .3768E+00 | .706 .1264E+0100277> .033 .4255E+00 | .905 .1336E+0100278> .036 .5272E+00 | 1.652 .1485E+0100279> .038 .5802E+00 | 2.682 .1640E+0100280> 00281> ROUTING RESULTS AREA QPEAK TPEAK R.V.00282> -------------------- (ha) (cms) (hrs) (mm)00283> INFLOW >06: (501+50) 13.65 .307 1.517 8.81700284> OUTFLOW<01: (eastpo) 13.65 .018 4.383 8.81700285> 00286> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.77800287> TIME SHIFT OF PEAK FLOW (min)= 172.0000288> MAXIMUM STORAGE USED (ha.m.)=.1015E+0000289> 00290> --------------------------------------------------------------------------------00291> 001:0011------------------------------------------------------------------------00292> ----------------------00293> | CALIB NASHYD | Area (ha)= .46 Curve Number (CN)=68.0000294> | 02:510 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000295> ---------------------- U.H. Tp(hrs)= .16000296> 00297> Unit Hyd Qpeak (cms)= .11000298> 00299> PEAK FLOW (cms)= .002 (i)00300> TIME TO PEAK (hrs)= 1.75000301> RUNOFF VOLUME (mm)= 2.36100302> TOTAL RAINFALL (mm)= 25.02300303> RUNOFF COEFFICIENT = .09400304> 00305> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00306> 00307> --------------------------------------------------------------------------------00308> 001:0012------------------------------------------------------------------------00309> ----------------------00310> | CALIB NASHYD | Area (ha)= 1.68 Curve Number (CN)=68.0000311> | 03:512 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0000312> ---------------------- U.H. Tp(hrs)= .29000313> 00314> Unit Hyd Qpeak (cms)= .22100315> 00316> PEAK FLOW (cms)= .006 (i)00317> TIME TO PEAK (hrs)= 2.01700318> RUNOFF VOLUME (mm)= 2.36100319> TOTAL RAINFALL (mm)= 25.02300320> RUNOFF COEFFICIENT = .09400321> 00322> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00323> 00324> --------------------------------------------------------------------------------00325> 001:0013------------------------------------------------------------------------



00326> ------------------------00327> | ADD HYD (eastpond+5) | ID: NHYD AREA QPEAK TPEAK R.V. DWF00328> ------------------------ (ha) (cms) (hrs) (mm) (cms)00329> ID1 01:eastpond 13.65 .018 4.38 8.82 .000 00330> +ID2 02:510 .46 .002 1.75 2.36 .000 00331> +ID3 03:512 1.68 .006 2.02 2.36 .000 00332> ===========================================================00333> SUM 04:eastpond+5 15.79 .021 2.18 7.94 .000 00334> 00335> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.00336> 00337> --------------------------------------------------------------------------------00338> 001:0014------------------------------------------------------------------------00339> --------------------00340> | PRINT HYD | AREA (ha)= 13.65000341> | ID=01 (eastpo) | QPEAK (cms)= .018 (i)00342> | DT= 1.00 PCYC= 1 | TPEAK (hrs)= 4.38300343> -------------------- VOLUME (mm)= 8.81700344> 00345> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00346> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW00347> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms00348> .00 .000| 16.47 .011| 32.93 .002| 49.40 .000| 65.87 .00000349> .02 .000| 16.48 .011| 32.95 .002| 49.42 .000| 65.88 .00000350> .03 .000| 16.50 .011| 32.97 .002| 49.43 .000| 65.90 .00000351> .05 .000| 16.52 .011| 32.98 .002| 49.45 .000| 65.92 .00000352> .07 .000| 16.53 .011| 33.00 .002| 49.47 .000| 65.93 .00000353> .08 .000| 16.55 .011| 33.02 .002| 49.48 .000| 65.95 .00000354> .10 .000| 16.57 .011| 33.03 .002| 49.50 .000| 65.97 .00000355> .12 .000| 16.58 .011| 33.05 .002| 49.52 .000| 65.98 .00000356> .13 .000| 16.60 .011| 33.07 .002| 49.53 .000| 66.00 .00000357> .15 .000| 16.62 .011| 33.08 .002| 49.55 .000| 66.02 .00000358> .17 .000| 16.63 .011| 33.10 .002| 49.57 .000| 66.03 .00000359> .18 .000| 16.65 .011| 33.12 .002| 49.58 .000| 66.05 .00000360> .20 .000| 16.67 .011| 33.13 .002| 49.60 .000| 66.07 .00000361> .22 .000| 16.68 .011| 33.15 .002| 49.62 .000| 66.08 .00000362> .23 .000| 16.70 .011| 33.17 .002| 49.63 .000| 66.10 .00000363> .25 .000| 16.72 .011| 33.18 .002| 49.65 .000| 66.12 .00000364> .27 .000| 16.73 .011| 33.20 .002| 49.67 .000| 66.13 .00000365> .28 .000| 16.75 .011| 33.22 .002| 49.68 .000| 66.15 .00000366> .30 .000| 16.77 .011| 33.23 .002| 49.70 .000| 66.17 .00000367> .32 .000| 16.78 .011| 33.25 .002| 49.72 .000| 66.18 .00000368> .33 .000| 16.80 .011| 33.27 .002| 49.73 .000| 66.20 .00000369> .35 .000| 16.82 .011| 33.28 .002| 49.75 .000| 66.22 .00000370> .37 .000| 16.83 .011| 33.30 .002| 49.77 .000| 66.23 .00000371> .38 .000| 16.85 .011| 33.32 .002| 49.78 .000| 66.25 .00000372> .40 .000| 16.87 .011| 33.33 .002| 49.80 .000| 66.27 .00000373> .42 .000| 16.88 .011| 33.35 .002| 49.82 .000| 66.28 .00000374> .43 .000| 16.90 .011| 33.37 .002| 49.83 .000| 66.30 .00000375> .45 .000| 16.92 .011| 33.38 .002| 49.85 .000| 66.32 .00000376> .47 .000| 16.93 .011| 33.40 .002| 49.87 .000| 66.33 .00000377> .48 .000| 16.95 .011| 33.42 .002| 49.88 .000| 66.35 .00000378> .50 .000| 16.97 .011| 33.43 .002| 49.90 .000| 66.37 .00000379> .52 .000| 16.98 .011| 33.45 .002| 49.92 .000| 66.38 .00000380> .53 .000| 17.00 .011| 33.47 .002| 49.93 .000| 66.40 .00000381> .55 .000| 17.02 .011| 33.48 .002| 49.95 .000| 66.42 .00000382> .57 .000| 17.03 .011| 33.50 .002| 49.97 .000| 66.43 .00000383> .58 .000| 17.05 .011| 33.52 .002| 49.98 .000| 66.45 .00000384> .60 .000| 17.07 .011| 33.53 .002| 50.00 .000| 66.47 .00000385> .62 .000| 17.08 .011| 33.55 .002| 50.02 .000| 66.48 .00000386> .63 .000| 17.10 .011| 33.57 .002| 50.03 .000| 66.50 .00000387> .65 .000| 17.12 .011| 33.58 .002| 50.05 .000| 66.52 .00000388> .67 .000| 17.13 .011| 33.60 .002| 50.07 .000| 66.53 .00000389> .68 .000| 17.15 .011| 33.62 .002| 50.08 .000| 66.55 .00000390> .70 .001| 17.17 .011| 33.63 .002| 50.10 .000| 66.57 .000



00391> .72 .001| 17.18 .011| 33.65 .002| 50.12 .000| 66.58 .00000392> .73 .001| 17.20 .011| 33.67 .002| 50.13 .000| 66.60 .00000393> .75 .001| 17.22 .011| 33.68 .002| 50.15 .000| 66.62 .00000394> .77 .001| 17.23 .011| 33.70 .002| 50.17 .000| 66.63 .00000395> .78 .001| 17.25 .011| 33.72 .002| 50.18 .000| 66.65 .00000396> .80 .001| 17.27 .011| 33.73 .002| 50.20 .000| 66.67 .00000397> .82 .001| 17.28 .011| 33.75 .002| 50.22 .000| 66.68 .00000398> .83 .001| 17.30 .011| 33.77 .002| 50.23 .000| 66.70 .00000399> .85 .001| 17.32 .011| 33.78 .002| 50.25 .000| 66.72 .00000400> .87 .001| 17.33 .011| 33.80 .002| 50.27 .000| 66.73 .00000401> .88 .001| 17.35 .011| 33.82 .002| 50.28 .000| 66.75 .00000402> .90 .001| 17.37 .011| 33.83 .002| 50.30 .000| 66.77 .00000403> .92 .001| 17.38 .011| 33.85 .002| 50.32 .000| 66.78 .00000404> .93 .001| 17.40 .011| 33.87 .002| 50.33 .000| 66.80 .00000405> .95 .001| 17.42 .011| 33.88 .002| 50.35 .000| 66.82 .00000406> .97 .001| 17.43 .011| 33.90 .002| 50.37 .000| 66.83 .00000407> .98 .001| 17.45 .011| 33.92 .002| 50.38 .000| 66.85 .00000408> 1.00 .001| 17.47 .011| 33.93 .002| 50.40 .000| 66.87 .00000409> 1.02 .001| 17.48 .011| 33.95 .002| 50.42 .000| 66.88 .00000410> 1.03 .002| 17.50 .011| 33.97 .002| 50.43 .000| 66.90 .00000411> 1.05 .002| 17.52 .011| 33.98 .002| 50.45 .000| 66.92 .00000412> 1.07 .002| 17.53 .011| 34.00 .002| 50.47 .000| 66.93 .00000413> 1.08 .002| 17.55 .011| 34.02 .002| 50.48 .000| 66.95 .00000414> 1.10 .002| 17.57 .011| 34.03 .002| 50.50 .000| 66.97 .00000415> 1.12 .002| 17.58 .011| 34.05 .002| 50.52 .000| 66.98 .00000416> 1.13 .002| 17.60 .011| 34.07 .002| 50.53 .000| 67.00 .00000417> 1.15 .002| 17.62 .011| 34.08 .002| 50.55 .000| 67.02 .00000418> 1.17 .002| 17.63 .011| 34.10 .002| 50.57 .000| 67.03 .00000419> 1.18 .002| 17.65 .011| 34.12 .002| 50.58 .000| 67.05 .00000420> 1.20 .002| 17.67 .011| 34.13 .002| 50.60 .000| 67.07 .00000421> 1.22 .002| 17.68 .011| 34.15 .002| 50.62 .000| 67.08 .00000422> 1.23 .002| 17.70 .011| 34.17 .002| 50.63 .000| 67.10 .00000423> 1.25 .003| 17.72 .011| 34.18 .002| 50.65 .000| 67.12 .00000424> 1.27 .003| 17.73 .011| 34.20 .002| 50.67 .000| 67.13 .00000425> 1.28 .003| 17.75 .011| 34.22 .002| 50.68 .000| 67.15 .00000426> 1.30 .003| 17.77 .011| 34.23 .002| 50.70 .000| 67.17 .00000427> 1.32 .003| 17.78 .011| 34.25 .002| 50.72 .000| 67.18 .00000428> 1.33 .003| 17.80 .011| 34.27 .002| 50.73 .000| 67.20 .00000429> 1.35 .003| 17.82 .011| 34.28 .002| 50.75 .000| 67.22 .00000430> 1.37 .004| 17.83 .011| 34.30 .002| 50.77 .000| 67.23 .00000431> 1.38 .004| 17.85 .011| 34.32 .002| 50.78 .000| 67.25 .00000432> 1.40 .004| 17.87 .011| 34.33 .002| 50.80 .000| 67.27 .00000433> 1.42 .004| 17.88 .011| 34.35 .002| 50.82 .000| 67.28 .00000434> 1.43 .005| 17.90 .011| 34.37 .002| 50.83 .000| 67.30 .00000435> 1.45 .005| 17.92 .011| 34.38 .002| 50.85 .000| 67.32 .00000436> 1.47 .006| 17.93 .011| 34.40 .002| 50.87 .000| 67.33 .00000437> 1.48 .006| 17.95 .011| 34.42 .002| 50.88 .000| 67.35 .00000438> 1.50 .007| 17.97 .010| 34.43 .002| 50.90 .000| 67.37 .00000439> 1.52 .007| 17.98 .010| 34.45 .002| 50.92 .000| 67.38 .00000440> 1.53 .008| 18.00 .010| 34.47 .002| 50.93 .000| 67.40 .00000441> 1.55 .008| 18.02 .010| 34.48 .002| 50.95 .000| 67.42 .00000442> 1.57 .009| 18.03 .010| 34.50 .002| 50.97 .000| 67.43 .00000443> 1.58 .009| 18.05 .010| 34.52 .002| 50.98 .000| 67.45 .00000444> 1.60 .010| 18.07 .010| 34.53 .002| 51.00 .000| 67.47 .00000445> 1.62 .010| 18.08 .010| 34.55 .002| 51.02 .000| 67.48 .00000446> 1.63 .011| 18.10 .010| 34.57 .002| 51.03 .000| 67.50 .00000447> 1.65 .011| 18.12 .010| 34.58 .002| 51.05 .000| 67.52 .00000448> 1.67 .011| 18.13 .010| 34.60 .002| 51.07 .000| 67.53 .00000449> 1.68 .011| 18.15 .010| 34.62 .002| 51.08 .000| 67.55 .00000450> 1.70 .011| 18.17 .010| 34.63 .002| 51.10 .000| 67.57 .00000451> 1.72 .011| 18.18 .010| 34.65 .002| 51.12 .000| 67.58 .00000452> 1.73 .012| 18.20 .010| 34.67 .002| 51.13 .000| 67.60 .00000453> 1.75 .012| 18.22 .010| 34.68 .002| 51.15 .000| 67.62 .00000454> 1.77 .012| 18.23 .010| 34.70 .002| 51.17 .000| 67.63 .00000455> 1.78 .012| 18.25 .010| 34.72 .002| 51.18 .000| 67.65 .000



00456> 1.80 .012| 18.27 .010| 34.73 .002| 51.20 .000| 67.67 .00000457> 1.82 .012| 18.28 .010| 34.75 .002| 51.22 .000| 67.68 .00000458> 1.83 .012| 18.30 .010| 34.77 .002| 51.23 .000| 67.70 .00000459> 1.85 .012| 18.32 .010| 34.78 .002| 51.25 .000| 67.72 .00000460> 1.87 .012| 18.33 .010| 34.80 .002| 51.27 .000| 67.73 .00000461> 1.88 .013| 18.35 .010| 34.82 .002| 51.28 .000| 67.75 .00000462> 1.90 .013| 18.37 .010| 34.83 .002| 51.30 .000| 67.77 .00000463> 1.92 .013| 18.38 .010| 34.85 .002| 51.32 .000| 67.78 .00000464> 1.93 .013| 18.40 .010| 34.87 .002| 51.33 .000| 67.80 .00000465> 1.95 .013| 18.42 .010| 34.88 .002| 51.35 .000| 67.82 .00000466> 1.97 .013| 18.43 .010| 34.90 .002| 51.37 .000| 67.83 .00000467> 1.98 .013| 18.45 .010| 34.92 .002| 51.38 .000| 67.85 .00000468> 2.00 .013| 18.47 .010| 34.93 .002| 51.40 .000| 67.87 .00000469> 2.02 .013| 18.48 .010| 34.95 .002| 51.42 .000| 67.88 .00000470> 2.03 .013| 18.50 .010| 34.97 .002| 51.43 .000| 67.90 .00000471> 2.05 .013| 18.52 .010| 34.98 .002| 51.45 .000| 67.92 .00000472> 2.07 .013| 18.53 .010| 35.00 .002| 51.47 .000| 67.93 .00000473> 2.08 .014| 18.55 .010| 35.02 .002| 51.48 .000| 67.95 .00000474> 2.10 .014| 18.57 .010| 35.03 .002| 51.50 .000| 67.97 .00000475> 2.12 .014| 18.58 .010| 35.05 .002| 51.52 .000| 67.98 .00000476> 2.13 .014| 18.60 .010| 35.07 .002| 51.53 .000| 68.00 .00000477> 2.15 .014| 18.62 .010| 35.08 .002| 51.55 .000| 68.02 .00000478> 2.17 .014| 18.63 .010| 35.10 .002| 51.57 .000| 68.03 .00000479> 2.18 .014| 18.65 .010| 35.12 .002| 51.58 .000| 68.05 .00000480> 2.20 .014| 18.67 .010| 35.13 .002| 51.60 .000| 68.07 .00000481> 2.22 .014| 18.68 .010| 35.15 .002| 51.62 .000| 68.08 .00000482> 2.23 .014| 18.70 .010| 35.17 .002| 51.63 .000| 68.10 .00000483> 2.25 .014| 18.72 .010| 35.18 .002| 51.65 .000| 68.12 .00000484> 2.27 .014| 18.73 .010| 35.20 .002| 51.67 .000| 68.13 .00000485> 2.28 .014| 18.75 .010| 35.22 .002| 51.68 .000| 68.15 .00000486> 2.30 .014| 18.77 .010| 35.23 .002| 51.70 .000| 68.17 .00000487> 2.32 .014| 18.78 .010| 35.25 .002| 51.72 .000| 68.18 .00000488> 2.33 .014| 18.80 .010| 35.27 .002| 51.73 .000| 68.20 .00000489> 2.35 .015| 18.82 .010| 35.28 .002| 51.75 .000| 68.22 .00000490> 2.37 .015| 18.83 .010| 35.30 .002| 51.77 .000| 68.23 .00000491> 2.38 .015| 18.85 .010| 35.32 .002| 51.78 .000| 68.25 .00000492> 2.40 .015| 18.87 .010| 35.33 .002| 51.80 .000| 68.27 .00000493> 2.42 .015| 18.88 .010| 35.35 .002| 51.82 .000| 68.28 .00000494> 2.43 .015| 18.90 .009| 35.37 .002| 51.83 .000| 68.30 .00000495> 2.45 .015| 18.92 .009| 35.38 .002| 51.85 .000| 68.32 .00000496> 2.47 .015| 18.93 .009| 35.40 .002| 51.87 .000| 68.33 .00000497> 2.48 .015| 18.95 .009| 35.42 .002| 51.88 .000| 68.35 .00000498> 2.50 .015| 18.97 .009| 35.43 .002| 51.90 .000| 68.37 .00000499> 2.52 .015| 18.98 .009| 35.45 .002| 51.92 .000| 68.38 .00000500> 2.53 .015| 19.00 .009| 35.47 .002| 51.93 .000| 68.40 .00000501> 2.55 .015| 19.02 .009| 35.48 .002| 51.95 .000| 68.42 .00000502> 2.57 .015| 19.03 .009| 35.50 .002| 51.97 .000| 68.43 .00000503> 2.58 .015| 19.05 .009| 35.52 .002| 51.98 .000| 68.45 .00000504> 2.60 .015| 19.07 .009| 35.53 .002| 52.00 .000| 68.47 .00000505> 2.62 .015| 19.08 .009| 35.55 .002| 52.02 .000| 68.48 .00000506> 2.63 .015| 19.10 .009| 35.57 .002| 52.03 .000| 68.50 .00000507> 2.65 .015| 19.12 .009| 35.58 .002| 52.05 .000| 68.52 .00000508> 2.67 .015| 19.13 .009| 35.60 .002| 52.07 .000| 68.53 .00000509> 2.68 .015| 19.15 .009| 35.62 .002| 52.08 .000| 68.55 .00000510> 2.70 .016| 19.17 .009| 35.63 .002| 52.10 .000| 68.57 .00000511> 2.72 .016| 19.18 .009| 35.65 .002| 52.12 .000| 68.58 .00000512> 2.73 .016| 19.20 .009| 35.67 .002| 52.13 .000| 68.60 .00000513> 2.75 .016| 19.22 .009| 35.68 .002| 52.15 .000| 68.62 .00000514> 2.77 .016| 19.23 .009| 35.70 .002| 52.17 .000| 68.63 .00000515> 2.78 .016| 19.25 .009| 35.72 .002| 52.18 .000| 68.65 .00000516> 2.80 .016| 19.27 .009| 35.73 .002| 52.20 .000| 68.67 .00000517> 2.82 .016| 19.28 .009| 35.75 .002| 52.22 .000| 68.68 .00000518> 2.83 .016| 19.30 .009| 35.77 .002| 52.23 .000| 68.70 .00000519> 2.85 .016| 19.32 .009| 35.78 .002| 52.25 .000| 68.72 .00000520> 2.87 .016| 19.33 .009| 35.80 .002| 52.27 .000| 68.73 .000



00521> 2.88 .016| 19.35 .009| 35.82 .002| 52.28 .000| 68.75 .00000522> 2.90 .016| 19.37 .009| 35.83 .002| 52.30 .000| 68.77 .00000523> 2.92 .016| 19.38 .009| 35.85 .002| 52.32 .000| 68.78 .00000524> 2.93 .016| 19.40 .009| 35.87 .002| 52.33 .000| 68.80 .00000525> 2.95 .016| 19.42 .009| 35.88 .002| 52.35 .000| 68.82 .00000526> 2.97 .016| 19.43 .009| 35.90 .002| 52.37 .000| 68.83 .00000527> 2.98 .016| 19.45 .009| 35.92 .002| 52.38 .000| 68.85 .00000528> 3.00 .016| 19.47 .009| 35.93 .002| 52.40 .000| 68.87 .00000529> 3.02 .016| 19.48 .009| 35.95 .001| 52.42 .000| 68.88 .00000530> 3.03 .016| 19.50 .009| 35.97 .001| 52.43 .000| 68.90 .00000531> 3.05 .016| 19.52 .009| 35.98 .001| 52.45 .000| 68.92 .00000532> 3.07 .016| 19.53 .009| 36.00 .001| 52.47 .000| 68.93 .00000533> 3.08 .016| 19.55 .009| 36.02 .001| 52.48 .000| 68.95 .00000534> 3.10 .016| 19.57 .009| 36.03 .001| 52.50 .000| 68.97 .00000535> 3.12 .016| 19.58 .009| 36.05 .001| 52.52 .000| 68.98 .00000536> 3.13 .016| 19.60 .009| 36.07 .001| 52.53 .000| 69.00 .00000537> 3.15 .016| 19.62 .009| 36.08 .001| 52.55 .000| 69.02 .00000538> 3.17 .016| 19.63 .009| 36.10 .001| 52.57 .000| 69.03 .00000539> 3.18 .016| 19.65 .009| 36.12 .001| 52.58 .000| 69.05 .00000540> 3.20 .017| 19.67 .009| 36.13 .001| 52.60 .000| 69.07 .00000541> 3.22 .017| 19.68 .009| 36.15 .001| 52.62 .000| 69.08 .00000542> 3.23 .017| 19.70 .009| 36.17 .001| 52.63 .000| 69.10 .00000543> 3.25 .017| 19.72 .009| 36.18 .001| 52.65 .000| 69.12 .00000544> 3.27 .017| 19.73 .009| 36.20 .001| 52.67 .000| 69.13 .00000545> 3.28 .017| 19.75 .009| 36.22 .001| 52.68 .000| 69.15 .00000546> 3.30 .017| 19.77 .009| 36.23 .001| 52.70 .000| 69.17 .00000547> 3.32 .017| 19.78 .009| 36.25 .001| 52.72 .000| 69.18 .00000548> 3.33 .017| 19.80 .009| 36.27 .001| 52.73 .000| 69.20 .00000549> 3.35 .017| 19.82 .009| 36.28 .001| 52.75 .000| 69.22 .00000550> 3.37 .017| 19.83 .009| 36.30 .001| 52.77 .000| 69.23 .00000551> 3.38 .017| 19.85 .009| 36.32 .001| 52.78 .000| 69.25 .00000552> 3.40 .017| 19.87 .009| 36.33 .001| 52.80 .000| 69.27 .00000553> 3.42 .017| 19.88 .009| 36.35 .001| 52.82 .000| 69.28 .00000554> 3.43 .017| 19.90 .009| 36.37 .001| 52.83 .000| 69.30 .00000555> 3.45 .017| 19.92 .008| 36.38 .001| 52.85 .000| 69.32 .00000556> 3.47 .017| 19.93 .008| 36.40 .001| 52.87 .000| 69.33 .00000557> 3.48 .017| 19.95 .008| 36.42 .001| 52.88 .000| 69.35 .00000558> 3.50 .017| 19.97 .008| 36.43 .001| 52.90 .000| 69.37 .00000559> 3.52 .017| 19.98 .008| 36.45 .001| 52.92 .000| 69.38 .00000560> 3.53 .017| 20.00 .008| 36.47 .001| 52.93 .000| 69.40 .00000561> 3.55 .017| 20.02 .008| 36.48 .001| 52.95 .000| 69.42 .00000562> 3.57 .017| 20.03 .008| 36.50 .001| 52.97 .000| 69.43 .00000563> 3.58 .017| 20.05 .008| 36.52 .001| 52.98 .000| 69.45 .00000564> 3.60 .017| 20.07 .008| 36.53 .001| 53.00 .000| 69.47 .00000565> 3.62 .017| 20.08 .008| 36.55 .001| 53.02 .000| 69.48 .00000566> 3.63 .017| 20.10 .008| 36.57 .001| 53.03 .000| 69.50 .00000567> 3.65 .017| 20.12 .008| 36.58 .001| 53.05 .000| 69.52 .00000568> 3.67 .017| 20.13 .008| 36.60 .001| 53.07 .000| 69.53 .00000569> 3.68 .017| 20.15 .008| 36.62 .001| 53.08 .000| 69.55 .00000570> 3.70 .017| 20.17 .008| 36.63 .001| 53.10 .000| 69.57 .00000571> 3.72 .017| 20.18 .008| 36.65 .001| 53.12 .000| 69.58 .00000572> 3.73 .017| 20.20 .008| 36.67 .001| 53.13 .000| 69.60 .00000573> 3.75 .017| 20.22 .008| 36.68 .001| 53.15 .000| 69.62 .00000574> 3.77 .017| 20.23 .008| 36.70 .001| 53.17 .000| 69.63 .00000575> 3.78 .017| 20.25 .008| 36.72 .001| 53.18 .000| 69.65 .00000576> 3.80 .017| 20.27 .008| 36.73 .001| 53.20 .000| 69.67 .00000577> 3.82 .017| 20.28 .008| 36.75 .001| 53.22 .000| 69.68 .00000578> 3.83 .017| 20.30 .008| 36.77 .001| 53.23 .000| 69.70 .00000579> 3.85 .017| 20.32 .008| 36.78 .001| 53.25 .000| 69.72 .00000580> 3.87 .017| 20.33 .008| 36.80 .001| 53.27 .000| 69.73 .00000581> 3.88 .017| 20.35 .008| 36.82 .001| 53.28 .000| 69.75 .00000582> 3.90 .017| 20.37 .008| 36.83 .001| 53.30 .000| 69.77 .00000583> 3.92 .017| 20.38 .008| 36.85 .001| 53.32 .000| 69.78 .00000584> 3.93 .017| 20.40 .008| 36.87 .001| 53.33 .000| 69.80 .00000585> 3.95 .018| 20.42 .008| 36.88 .001| 53.35 .000| 69.82 .000



00586> 3.97 .018| 20.43 .008| 36.90 .001| 53.37 .000| 69.83 .00000587> 3.98 .018| 20.45 .008| 36.92 .001| 53.38 .000| 69.85 .00000588> 4.00 .018| 20.47 .008| 36.93 .001| 53.40 .000| 69.87 .00000589> 4.02 .018| 20.48 .008| 36.95 .001| 53.42 .000| 69.88 .00000590> 4.03 .018| 20.50 .008| 36.97 .001| 53.43 .000| 69.90 .00000591> 4.05 .018| 20.52 .008| 36.98 .001| 53.45 .000| 69.92 .00000592> 4.07 .018| 20.53 .008| 37.00 .001| 53.47 .000| 69.93 .00000593> 4.08 .018| 20.55 .008| 37.02 .001| 53.48 .000| 69.95 .00000594> 4.10 .018| 20.57 .008| 37.03 .001| 53.50 .000| 69.97 .00000595> 4.12 .018| 20.58 .008| 37.05 .001| 53.52 .000| 69.98 .00000596> 4.13 .018| 20.60 .008| 37.07 .001| 53.53 .000| 70.00 .00000597> 4.15 .018| 20.62 .008| 37.08 .001| 53.55 .000| 70.02 .00000598> 4.17 .018| 20.63 .008| 37.10 .001| 53.57 .000| 70.03 .00000599> 4.18 .018| 20.65 .008| 37.12 .001| 53.58 .000| 70.05 .00000600> 4.20 .018| 20.67 .008| 37.13 .001| 53.60 .000| 70.07 .00000601> 4.22 .018| 20.68 .008| 37.15 .001| 53.62 .000| 70.08 .00000602> 4.23 .018| 20.70 .008| 37.17 .001| 53.63 .000| 70.10 .00000603> 4.25 .018| 20.72 .008| 37.18 .001| 53.65 .000| 70.12 .00000604> 4.27 .018| 20.73 .008| 37.20 .001| 53.67 .000| 70.13 .00000605> 4.28 .018| 20.75 .008| 37.22 .001| 53.68 .000| 70.15 .00000606> 4.30 .018| 20.77 .008| 37.23 .001| 53.70 .000| 70.17 .00000607> 4.32 .018| 20.78 .008| 37.25 .001| 53.72 .000| 70.18 .00000608> 4.33 .018| 20.80 .008| 37.27 .001| 53.73 .000| 70.20 .00000609> 4.35 .018| 20.82 .008| 37.28 .001| 53.75 .000| 70.22 .00000610> 4.37 .018| 20.83 .008| 37.30 .001| 53.77 .000| 70.23 .00000611> 4.38 .018| 20.85 .008| 37.32 .001| 53.78 .000| 70.25 .00000612> 4.40 .018| 20.87 .008| 37.33 .001| 53.80 .000| 70.27 .00000613> 4.42 .018| 20.88 .008| 37.35 .001| 53.82 .000| 70.28 .00000614> 4.43 .018| 20.90 .008| 37.37 .001| 53.83 .000| 70.30 .00000615> 4.45 .018| 20.92 .008| 37.38 .001| 53.85 .000| 70.32 .00000616> 4.47 .018| 20.93 .008| 37.40 .001| 53.87 .000| 70.33 .00000617> 4.48 .018| 20.95 .008| 37.42 .001| 53.88 .000| 70.35 .00000618> 4.50 .018| 20.97 .008| 37.43 .001| 53.90 .000| 70.37 .00000619> 4.52 .018| 20.98 .008| 37.45 .001| 53.92 .000| 70.38 .00000620> 4.53 .018| 21.00 .008| 37.47 .001| 53.93 .000| 70.40 .00000621> 4.55 .018| 21.02 .008| 37.48 .001| 53.95 .000| 70.42 .00000622> 4.57 .018| 21.03 .008| 37.50 .001| 53.97 .000| 70.43 .00000623> 4.58 .018| 21.05 .008| 37.52 .001| 53.98 .000| 70.45 .00000624> 4.60 .018| 21.07 .008| 37.53 .001| 54.00 .000| 70.47 .00000625> 4.62 .018| 21.08 .007| 37.55 .001| 54.02 .000| 70.48 .00000626> 4.63 .018| 21.10 .007| 37.57 .001| 54.03 .000| 70.50 .00000627> 4.65 .018| 21.12 .007| 37.58 .001| 54.05 .000| 70.52 .00000628> 4.67 .018| 21.13 .007| 37.60 .001| 54.07 .000| 70.53 .00000629> 4.68 .018| 21.15 .007| 37.62 .001| 54.08 .000| 70.55 .00000630> 4.70 .018| 21.17 .007| 37.63 .001| 54.10 .000| 70.57 .00000631> 4.72 .018| 21.18 .007| 37.65 .001| 54.12 .000| 70.58 .00000632> 4.73 .018| 21.20 .007| 37.67 .001| 54.13 .000| 70.60 .00000633> 4.75 .018| 21.22 .007| 37.68 .001| 54.15 .000| 70.62 .00000634> 4.77 .018| 21.23 .007| 37.70 .001| 54.17 .000| 70.63 .00000635> 4.78 .018| 21.25 .007| 37.72 .001| 54.18 .000| 70.65 .00000636> 4.80 .018| 21.27 .007| 37.73 .001| 54.20 .000| 70.67 .00000637> 4.82 .018| 21.28 .007| 37.75 .001| 54.22 .000| 70.68 .00000638> 4.83 .018| 21.30 .007| 37.77 .001| 54.23 .000| 70.70 .00000639> 4.85 .018| 21.32 .007| 37.78 .001| 54.25 .000| 70.72 .00000640> 4.87 .018| 21.33 .007| 37.80 .001| 54.27 .000| 70.73 .00000641> 4.88 .018| 21.35 .007| 37.82 .001| 54.28 .000| 70.75 .00000642> 4.90 .018| 21.37 .007| 37.83 .001| 54.30 .000| 70.77 .00000643> 4.92 .018| 21.38 .007| 37.85 .001| 54.32 .000| 70.78 .00000644> 4.93 .018| 21.40 .007| 37.87 .001| 54.33 .000| 70.80 .00000645> 4.95 .018| 21.42 .007| 37.88 .001| 54.35 .000| 70.82 .00000646> 4.97 .018| 21.43 .007| 37.90 .001| 54.37 .000| 70.83 .00000647> 4.98 .018| 21.45 .007| 37.92 .001| 54.38 .000| 70.85 .00000648> 5.00 .018| 21.47 .007| 37.93 .001| 54.40 .000| 70.87 .00000649> 5.02 .018| 21.48 .007| 37.95 .001| 54.42 .000| 70.88 .00000650> 5.03 .018| 21.50 .007| 37.97 .001| 54.43 .000| 70.90 .000



00651> 5.05 .017| 21.52 .007| 37.98 .001| 54.45 .000| 70.92 .00000652> 5.07 .017| 21.53 .007| 38.00 .001| 54.47 .000| 70.93 .00000653> 5.08 .017| 21.55 .007| 38.02 .001| 54.48 .000| 70.95 .00000654> 5.10 .017| 21.57 .007| 38.03 .001| 54.50 .000| 70.97 .00000655> 5.12 .017| 21.58 .007| 38.05 .001| 54.52 .000| 70.98 .00000656> 5.13 .017| 21.60 .007| 38.07 .001| 54.53 .000| 71.00 .00000657> 5.15 .017| 21.62 .007| 38.08 .001| 54.55 .000| 71.02 .00000658> 5.17 .017| 21.63 .007| 38.10 .001| 54.57 .000| 71.03 .00000659> 5.18 .017| 21.65 .007| 38.12 .001| 54.58 .000| 71.05 .00000660> 5.20 .017| 21.67 .007| 38.13 .001| 54.60 .000| 71.07 .00000661> 5.22 .017| 21.68 .007| 38.15 .001| 54.62 .000| 71.08 .00000662> 5.23 .017| 21.70 .007| 38.17 .001| 54.63 .000| 71.10 .00000663> 5.25 .017| 21.72 .007| 38.18 .001| 54.65 .000| 71.12 .00000664> 5.27 .017| 21.73 .007| 38.20 .001| 54.67 .000| 71.13 .00000665> 5.28 .017| 21.75 .007| 38.22 .001| 54.68 .000| 71.15 .00000666> 5.30 .017| 21.77 .007| 38.23 .001| 54.70 .000| 71.17 .00000667> 5.32 .017| 21.78 .007| 38.25 .001| 54.72 .000| 71.18 .00000668> 5.33 .017| 21.80 .007| 38.27 .001| 54.73 .000| 71.20 .00000669> 5.35 .017| 21.82 .007| 38.28 .001| 54.75 .000| 71.22 .00000670> 5.37 .017| 21.83 .007| 38.30 .001| 54.77 .000| 71.23 .00000671> 5.38 .017| 21.85 .007| 38.32 .001| 54.78 .000| 71.25 .00000672> 5.40 .017| 21.87 .007| 38.33 .001| 54.80 .000| 71.27 .00000673> 5.42 .017| 21.88 .007| 38.35 .001| 54.82 .000| 71.28 .00000674> 5.43 .017| 21.90 .007| 38.37 .001| 54.83 .000| 71.30 .00000675> 5.45 .017| 21.92 .007| 38.38 .001| 54.85 .000| 71.32 .00000676> 5.47 .017| 21.93 .007| 38.40 .001| 54.87 .000| 71.33 .00000677> 5.48 .017| 21.95 .007| 38.42 .001| 54.88 .000| 71.35 .00000678> 5.50 .017| 21.97 .007| 38.43 .001| 54.90 .000| 71.37 .00000679> 5.52 .017| 21.98 .007| 38.45 .001| 54.92 .000| 71.38 .00000680> 5.53 .017| 22.00 .007| 38.47 .001| 54.93 .000| 71.40 .00000681> 5.55 .017| 22.02 .007| 38.48 .001| 54.95 .000| 71.42 .00000682> 5.57 .017| 22.03 .007| 38.50 .001| 54.97 .000| 71.43 .00000683> 5.58 .017| 22.05 .007| 38.52 .001| 54.98 .000| 71.45 .00000684> 5.60 .017| 22.07 .007| 38.53 .001| 55.00 .000| 71.47 .00000685> 5.62 .017| 22.08 .007| 38.55 .001| 55.02 .000| 71.48 .00000686> 5.63 .017| 22.10 .007| 38.57 .001| 55.03 .000| 71.50 .00000687> 5.65 .017| 22.12 .007| 38.58 .001| 55.05 .000| 71.52 .00000688> 5.67 .017| 22.13 .007| 38.60 .001| 55.07 .000| 71.53 .00000689> 5.68 .017| 22.15 .007| 38.62 .001| 55.08 .000| 71.55 .00000690> 5.70 .017| 22.17 .007| 38.63 .001| 55.10 .000| 71.57 .00000691> 5.72 .017| 22.18 .007| 38.65 .001| 55.12 .000| 71.58 .00000692> 5.73 .017| 22.20 .007| 38.67 .001| 55.13 .000| 71.60 .00000693> 5.75 .017| 22.22 .007| 38.68 .001| 55.15 .000| 71.62 .00000694> 5.77 .017| 22.23 .007| 38.70 .001| 55.17 .000| 71.63 .00000695> 5.78 .017| 22.25 .007| 38.72 .001| 55.18 .000| 71.65 .00000696> 5.80 .017| 22.27 .007| 38.73 .001| 55.20 .000| 71.67 .00000697> 5.82 .017| 22.28 .007| 38.75 .001| 55.22 .000| 71.68 .00000698> 5.83 .017| 22.30 .007| 38.77 .001| 55.23 .000| 71.70 .00000699> 5.85 .017| 22.32 .007| 38.78 .001| 55.25 .000| 71.72 .00000700> 5.87 .017| 22.33 .007| 38.80 .001| 55.27 .000| 71.73 .00000701> 5.88 .017| 22.35 .007| 38.82 .001| 55.28 .000| 71.75 .00000702> 5.90 .017| 22.37 .007| 38.83 .001| 55.30 .000| 71.77 .00000703> 5.92 .017| 22.38 .007| 38.85 .001| 55.32 .000| 71.78 .00000704> 5.93 .017| 22.40 .006| 38.87 .001| 55.33 .000| 71.80 .00000705> 5.95 .017| 22.42 .006| 38.88 .001| 55.35 .000| 71.82 .00000706> 5.97 .017| 22.43 .006| 38.90 .001| 55.37 .000| 71.83 .00000707> 5.98 .017| 22.45 .006| 38.92 .001| 55.38 .000| 71.85 .00000708> 6.00 .017| 22.47 .006| 38.93 .001| 55.40 .000| 71.87 .00000709> 6.02 .017| 22.48 .006| 38.95 .001| 55.42 .000| 71.88 .00000710> 6.03 .017| 22.50 .006| 38.97 .001| 55.43 .000| 71.90 .00000711> 6.05 .017| 22.52 .006| 38.98 .001| 55.45 .000| 71.92 .00000712> 6.07 .017| 22.53 .006| 39.00 .001| 55.47 .000| 71.93 .00000713> 6.08 .017| 22.55 .006| 39.02 .001| 55.48 .000| 71.95 .00000714> 6.10 .017| 22.57 .006| 39.03 .001| 55.50 .000| 71.97 .00000715> 6.12 .017| 22.58 .006| 39.05 .001| 55.52 .000| 71.98 .000



00716> 6.13 .017| 22.60 .006| 39.07 .001| 55.53 .000| 72.00 .00000717> 6.15 .017| 22.62 .006| 39.08 .001| 55.55 .000| 72.02 .00000718> 6.17 .017| 22.63 .006| 39.10 .001| 55.57 .000| 72.03 .00000719> 6.18 .017| 22.65 .006| 39.12 .001| 55.58 .000| 72.05 .00000720> 6.20 .017| 22.67 .006| 39.13 .001| 55.60 .000| 72.07 .00000721> 6.22 .017| 22.68 .006| 39.15 .001| 55.62 .000| 72.08 .00000722> 6.23 .017| 22.70 .006| 39.17 .001| 55.63 .000| 72.10 .00000723> 6.25 .017| 22.72 .006| 39.18 .001| 55.65 .000| 72.12 .00000724> 6.27 .017| 22.73 .006| 39.20 .001| 55.67 .000| 72.13 .00000725> 6.28 .017| 22.75 .006| 39.22 .001| 55.68 .000| 72.15 .00000726> 6.30 .017| 22.77 .006| 39.23 .001| 55.70 .000| 72.17 .00000727> 6.32 .017| 22.78 .006| 39.25 .001| 55.72 .000| 72.18 .00000728> 6.33 .017| 22.80 .006| 39.27 .001| 55.73 .000| 72.20 .00000729> 6.35 .017| 22.82 .006| 39.28 .001| 55.75 .000| 72.22 .00000730> 6.37 .017| 22.83 .006| 39.30 .001| 55.77 .000| 72.23 .00000731> 6.38 .017| 22.85 .006| 39.32 .001| 55.78 .000| 72.25 .00000732> 6.40 .017| 22.87 .006| 39.33 .001| 55.80 .000| 72.27 .00000733> 6.42 .017| 22.88 .006| 39.35 .001| 55.82 .000| 72.28 .00000734> 6.43 .017| 22.90 .006| 39.37 .001| 55.83 .000| 72.30 .00000735> 6.45 .017| 22.92 .006| 39.38 .001| 55.85 .000| 72.32 .00000736> 6.47 .017| 22.93 .006| 39.40 .001| 55.87 .000| 72.33 .00000737> 6.48 .017| 22.95 .006| 39.42 .001| 55.88 .000| 72.35 .00000738> 6.50 .017| 22.97 .006| 39.43 .001| 55.90 .000| 72.37 .00000739> 6.52 .017| 22.98 .006| 39.45 .001| 55.92 .000| 72.38 .00000740> 6.53 .017| 23.00 .006| 39.47 .001| 55.93 .000| 72.40 .00000741> 6.55 .017| 23.02 .006| 39.48 .001| 55.95 .000| 72.42 .00000742> 6.57 .017| 23.03 .006| 39.50 .001| 55.97 .000| 72.43 .00000743> 6.58 .017| 23.05 .006| 39.52 .001| 55.98 .000| 72.45 .00000744> 6.60 .017| 23.07 .006| 39.53 .001| 56.00 .000| 72.47 .00000745> 6.62 .017| 23.08 .006| 39.55 .001| 56.02 .000| 72.48 .00000746> 6.63 .017| 23.10 .006| 39.57 .001| 56.03 .000| 72.50 .00000747> 6.65 .017| 23.12 .006| 39.58 .001| 56.05 .000| 72.52 .00000748> 6.67 .017| 23.13 .006| 39.60 .001| 56.07 .000| 72.53 .00000749> 6.68 .016| 23.15 .006| 39.62 .001| 56.08 .000| 72.55 .00000750> 6.70 .016| 23.17 .006| 39.63 .001| 56.10 .000| 72.57 .00000751> 6.72 .016| 23.18 .006| 39.65 .001| 56.12 .000| 72.58 .00000752> 6.73 .016| 23.20 .006| 39.67 .001| 56.13 .000| 72.60 .00000753> 6.75 .016| 23.22 .006| 39.68 .001| 56.15 .000| 72.62 .00000754> 6.77 .016| 23.23 .006| 39.70 .001| 56.17 .000| 72.63 .00000755> 6.78 .016| 23.25 .006| 39.72 .001| 56.18 .000| 72.65 .00000756> 6.80 .016| 23.27 .006| 39.73 .001| 56.20 .000| 72.67 .00000757> 6.82 .016| 23.28 .006| 39.75 .001| 56.22 .000| 72.68 .00000758> 6.83 .016| 23.30 .006| 39.77 .001| 56.23 .000| 72.70 .00000759> 6.85 .016| 23.32 .006| 39.78 .001| 56.25 .000| 72.72 .00000760> 6.87 .016| 23.33 .006| 39.80 .001| 56.27 .000| 72.73 .00000761> 6.88 .016| 23.35 .006| 39.82 .001| 56.28 .000| 72.75 .00000762> 6.90 .016| 23.37 .006| 39.83 .001| 56.30 .000| 72.77 .00000763> 6.92 .016| 23.38 .006| 39.85 .001| 56.32 .000| 72.78 .00000764> 6.93 .016| 23.40 .006| 39.87 .001| 56.33 .000| 72.80 .00000765> 6.95 .016| 23.42 .006| 39.88 .001| 56.35 .000| 72.82 .00000766> 6.97 .016| 23.43 .006| 39.90 .001| 56.37 .000| 72.83 .00000767> 6.98 .016| 23.45 .006| 39.92 .001| 56.38 .000| 72.85 .00000768> 7.00 .016| 23.47 .006| 39.93 .001| 56.40 .000| 72.87 .00000769> 7.02 .016| 23.48 .006| 39.95 .001| 56.42 .000| 72.88 .00000770> 7.03 .016| 23.50 .006| 39.97 .001| 56.43 .000| 72.90 .00000771> 7.05 .016| 23.52 .006| 39.98 .001| 56.45 .000| 72.92 .00000772> 7.07 .016| 23.53 .006| 40.00 .001| 56.47 .000| 72.93 .00000773> 7.08 .016| 23.55 .006| 40.02 .001| 56.48 .000| 72.95 .00000774> 7.10 .016| 23.57 .006| 40.03 .001| 56.50 .000| 72.97 .00000775> 7.12 .016| 23.58 .006| 40.05 .001| 56.52 .000| 72.98 .00000776> 7.13 .016| 23.60 .006| 40.07 .001| 56.53 .000| 73.00 .00000777> 7.15 .016| 23.62 .006| 40.08 .001| 56.55 .000| 73.02 .00000778> 7.17 .016| 23.63 .006| 40.10 .001| 56.57 .000| 73.03 .00000779> 7.18 .016| 23.65 .006| 40.12 .001| 56.58 .000| 73.05 .00000780> 7.20 .016| 23.67 .006| 40.13 .001| 56.60 .000| 73.07 .000



00781> 7.22 .016| 23.68 .006| 40.15 .001| 56.62 .000| 73.08 .00000782> 7.23 .016| 23.70 .006| 40.17 .001| 56.63 .000| 73.10 .00000783> 7.25 .016| 23.72 .006| 40.18 .001| 56.65 .000| 73.12 .00000784> 7.27 .016| 23.73 .006| 40.20 .001| 56.67 .000| 73.13 .00000785> 7.28 .016| 23.75 .006| 40.22 .001| 56.68 .000| 73.15 .00000786> 7.30 .016| 23.77 .006| 40.23 .001| 56.70 .000| 73.17 .00000787> 7.32 .016| 23.78 .006| 40.25 .001| 56.72 .000| 73.18 .00000788> 7.33 .016| 23.80 .006| 40.27 .001| 56.73 .000| 73.20 .00000789> 7.35 .016| 23.82 .006| 40.28 .001| 56.75 .000| 73.22 .00000790> 7.37 .016| 23.83 .006| 40.30 .001| 56.77 .000| 73.23 .00000791> 7.38 .016| 23.85 .006| 40.32 .001| 56.78 .000| 73.25 .00000792> 7.40 .016| 23.87 .006| 40.33 .001| 56.80 .000| 73.27 .00000793> 7.42 .016| 23.88 .006| 40.35 .001| 56.82 .000| 73.28 .00000794> 7.43 .016| 23.90 .006| 40.37 .001| 56.83 .000| 73.30 .00000795> 7.45 .016| 23.92 .006| 40.38 .001| 56.85 .000| 73.32 .00000796> 7.47 .016| 23.93 .006| 40.40 .001| 56.87 .000| 73.33 .00000797> 7.48 .016| 23.95 .005| 40.42 .001| 56.88 .000| 73.35 .00000798> 7.50 .016| 23.97 .005| 40.43 .001| 56.90 .000| 73.37 .00000799> 7.52 .016| 23.98 .005| 40.45 .001| 56.92 .000| 73.38 .00000800> 7.53 .016| 24.00 .005| 40.47 .001| 56.93 .000| 73.40 .00000801> 7.55 .016| 24.02 .005| 40.48 .001| 56.95 .000| 73.42 .00000802> 7.57 .016| 24.03 .005| 40.50 .001| 56.97 .000| 73.43 .00000803> 7.58 .016| 24.05 .005| 40.52 .001| 56.98 .000| 73.45 .00000804> 7.60 .016| 24.07 .005| 40.53 .001| 57.00 .000| 73.47 .00000805> 7.62 .016| 24.08 .005| 40.55 .001| 57.02 .000| 73.48 .00000806> 7.63 .016| 24.10 .005| 40.57 .001| 57.03 .000| 73.50 .00000807> 7.65 .016| 24.12 .005| 40.58 .001| 57.05 .000| 73.52 .00000808> 7.67 .016| 24.13 .005| 40.60 .001| 57.07 .000| 73.53 .00000809> 7.68 .016| 24.15 .005| 40.62 .001| 57.08 .000| 73.55 .00000810> 7.70 .016| 24.17 .005| 40.63 .001| 57.10 .000| 73.57 .00000811> 7.72 .016| 24.18 .005| 40.65 .001| 57.12 .000| 73.58 .00000812> 7.73 .016| 24.20 .005| 40.67 .001| 57.13 .000| 73.60 .00000813> 7.75 .016| 24.22 .005| 40.68 .001| 57.15 .000| 73.62 .00000814> 7.77 .016| 24.23 .005| 40.70 .001| 57.17 .000| 73.63 .00000815> 7.78 .016| 24.25 .005| 40.72 .001| 57.18 .000| 73.65 .00000816> 7.80 .016| 24.27 .005| 40.73 .001| 57.20 .000| 73.67 .00000817> 7.82 .016| 24.28 .005| 40.75 .001| 57.22 .000| 73.68 .00000818> 7.83 .016| 24.30 .005| 40.77 .001| 57.23 .000| 73.70 .00000819> 7.85 .016| 24.32 .005| 40.78 .001| 57.25 .000| 73.72 .00000820> 7.87 .016| 24.33 .005| 40.80 .001| 57.27 .000| 73.73 .00000821> 7.88 .016| 24.35 .005| 40.82 .001| 57.28 .000| 73.75 .00000822> 7.90 .016| 24.37 .005| 40.83 .001| 57.30 .000| 73.77 .00000823> 7.92 .016| 24.38 .005| 40.85 .001| 57.32 .000| 73.78 .00000824> 7.93 .016| 24.40 .005| 40.87 .001| 57.33 .000| 73.80 .00000825> 7.95 .016| 24.42 .005| 40.88 .001| 57.35 .000| 73.82 .00000826> 7.97 .016| 24.43 .005| 40.90 .001| 57.37 .000| 73.83 .00000827> 7.98 .016| 24.45 .005| 40.92 .001| 57.38 .000| 73.85 .00000828> 8.00 .016| 24.47 .005| 40.93 .001| 57.40 .000| 73.87 .00000829> 8.02 .016| 24.48 .005| 40.95 .001| 57.42 .000| 73.88 .00000830> 8.03 .016| 24.50 .005| 40.97 .001| 57.43 .000| 73.90 .00000831> 8.05 .016| 24.52 .005| 40.98 .001| 57.45 .000| 73.92 .00000832> 8.07 .016| 24.53 .005| 41.00 .001| 57.47 .000| 73.93 .00000833> 8.08 .016| 24.55 .005| 41.02 .001| 57.48 .000| 73.95 .00000834> 8.10 .016| 24.57 .005| 41.03 .001| 57.50 .000| 73.97 .00000835> 8.12 .016| 24.58 .005| 41.05 .001| 57.52 .000| 73.98 .00000836> 8.13 .016| 24.60 .005| 41.07 .001| 57.53 .000| 74.00 .00000837> 8.15 .016| 24.62 .005| 41.08 .001| 57.55 .000| 74.02 .00000838> 8.17 .016| 24.63 .005| 41.10 .001| 57.57 .000| 74.03 .00000839> 8.18 .016| 24.65 .005| 41.12 .001| 57.58 .000| 74.05 .00000840> 8.20 .016| 24.67 .005| 41.13 .001| 57.60 .000| 74.07 .00000841> 8.22 .016| 24.68 .005| 41.15 .001| 57.62 .000| 74.08 .00000842> 8.23 .016| 24.70 .005| 41.17 .001| 57.63 .000| 74.10 .00000843> 8.25 .016| 24.72 .005| 41.18 .001| 57.65 .000| 74.12 .00000844> 8.27 .016| 24.73 .005| 41.20 .001| 57.67 .000| 74.13 .00000845> 8.28 .016| 24.75 .005| 41.22 .001| 57.68 .000| 74.15 .000



00846> 8.30 .016| 24.77 .005| 41.23 .001| 57.70 .000| 74.17 .00000847> 8.32 .016| 24.78 .005| 41.25 .001| 57.72 .000| 74.18 .00000848> 8.33 .016| 24.80 .005| 41.27 .001| 57.73 .000| 74.20 .00000849> 8.35 .015| 24.82 .005| 41.28 .001| 57.75 .000| 74.22 .00000850> 8.37 .015| 24.83 .005| 41.30 .001| 57.77 .000| 74.23 .00000851> 8.38 .015| 24.85 .005| 41.32 .001| 57.78 .000| 74.25 .00000852> 8.40 .015| 24.87 .005| 41.33 .001| 57.80 .000| 74.27 .00000853> 8.42 .015| 24.88 .005| 41.35 .001| 57.82 .000| 74.28 .00000854> 8.43 .015| 24.90 .005| 41.37 .001| 57.83 .000| 74.30 .00000855> 8.45 .015| 24.92 .005| 41.38 .001| 57.85 .000| 74.32 .00000856> 8.47 .015| 24.93 .005| 41.40 .001| 57.87 .000| 74.33 .00000857> 8.48 .015| 24.95 .005| 41.42 .001| 57.88 .000| 74.35 .00000858> 8.50 .015| 24.97 .005| 41.43 .001| 57.90 .000| 74.37 .00000859> 8.52 .015| 24.98 .005| 41.45 .001| 57.92 .000| 74.38 .00000860> 8.53 .015| 25.00 .005| 41.47 .001| 57.93 .000| 74.40 .00000861> 8.55 .015| 25.02 .005| 41.48 .001| 57.95 .000| 74.42 .00000862> 8.57 .015| 25.03 .005| 41.50 .001| 57.97 .000| 74.43 .00000863> 8.58 .015| 25.05 .005| 41.52 .001| 57.98 .000| 74.45 .00000864> 8.60 .015| 25.07 .005| 41.53 .001| 58.00 .000| 74.47 .00000865> 8.62 .015| 25.08 .005| 41.55 .001| 58.02 .000| 74.48 .00000866> 8.63 .015| 25.10 .005| 41.57 .001| 58.03 .000| 74.50 .00000867> 8.65 .015| 25.12 .005| 41.58 .001| 58.05 .000| 74.52 .00000868> 8.67 .015| 25.13 .005| 41.60 .001| 58.07 .000| 74.53 .00000869> 8.68 .015| 25.15 .005| 41.62 .001| 58.08 .000| 74.55 .00000870> 8.70 .015| 25.17 .005| 41.63 .001| 58.10 .000| 74.57 .00000871> 8.72 .015| 25.18 .005| 41.65 .001| 58.12 .000| 74.58 .00000872> 8.73 .015| 25.20 .005| 41.67 .001| 58.13 .000| 74.60 .00000873> 8.75 .015| 25.22 .005| 41.68 .001| 58.15 .000| 74.62 .00000874> 8.77 .015| 25.23 .005| 41.70 .001| 58.17 .000| 74.63 .00000875> 8.78 .015| 25.25 .005| 41.72 .001| 58.18 .000| 74.65 .00000876> 8.80 .015| 25.27 .005| 41.73 .001| 58.20 .000| 74.67 .00000877> 8.82 .015| 25.28 .005| 41.75 .001| 58.22 .000| 74.68 .00000878> 8.83 .015| 25.30 .005| 41.77 .001| 58.23 .000| 74.70 .00000879> 8.85 .015| 25.32 .005| 41.78 .001| 58.25 .000| 74.72 .00000880> 8.87 .015| 25.33 .005| 41.80 .001| 58.27 .000| 74.73 .00000881> 8.88 .015| 25.35 .005| 41.82 .001| 58.28 .000| 74.75 .00000882> 8.90 .015| 25.37 .005| 41.83 .001| 58.30 .000| 74.77 .00000883> 8.92 .015| 25.38 .005| 41.85 .001| 58.32 .000| 74.78 .00000884> 8.93 .015| 25.40 .005| 41.87 .001| 58.33 .000| 74.80 .00000885> 8.95 .015| 25.42 .005| 41.88 .001| 58.35 .000| 74.82 .00000886> 8.97 .015| 25.43 .005| 41.90 .001| 58.37 .000| 74.83 .00000887> 8.98 .015| 25.45 .005| 41.92 .001| 58.38 .000| 74.85 .00000888> 9.00 .015| 25.47 .005| 41.93 .001| 58.40 .000| 74.87 .00000889> 9.02 .015| 25.48 .005| 41.95 .001| 58.42 .000| 74.88 .00000890> 9.03 .015| 25.50 .005| 41.97 .001| 58.43 .000| 74.90 .00000891> 9.05 .015| 25.52 .005| 41.98 .001| 58.45 .000| 74.92 .00000892> 9.07 .015| 25.53 .005| 42.00 .001| 58.47 .000| 74.93 .00000893> 9.08 .015| 25.55 .005| 42.02 .001| 58.48 .000| 74.95 .00000894> 9.10 .015| 25.57 .005| 42.03 .001| 58.50 .000| 74.97 .00000895> 9.12 .015| 25.58 .005| 42.05 .001| 58.52 .000| 74.98 .00000896> 9.13 .015| 25.60 .005| 42.07 .001| 58.53 .000| 75.00 .00000897> 9.15 .015| 25.62 .005| 42.08 .001| 58.55 .000| 75.02 .00000898> 9.17 .015| 25.63 .005| 42.10 .001| 58.57 .000| 75.03 .00000899> 9.18 .015| 25.65 .005| 42.12 .001| 58.58 .000| 75.05 .00000900> 9.20 .015| 25.67 .005| 42.13 .001| 58.60 .000| 75.07 .00000901> 9.22 .015| 25.68 .005| 42.15 .001| 58.62 .000| 75.08 .00000902> 9.23 .015| 25.70 .005| 42.17 .001| 58.63 .000| 75.10 .00000903> 9.25 .015| 25.72 .005| 42.18 .001| 58.65 .000| 75.12 .00000904> 9.27 .015| 25.73 .005| 42.20 .001| 58.67 .000| 75.13 .00000905> 9.28 .015| 25.75 .005| 42.22 .001| 58.68 .000| 75.15 .00000906> 9.30 .015| 25.77 .005| 42.23 .001| 58.70 .000| 75.17 .00000907> 9.32 .015| 25.78 .005| 42.25 .001| 58.72 .000| 75.18 .00000908> 9.33 .015| 25.80 .004| 42.27 .001| 58.73 .000| 75.20 .00000909> 9.35 .015| 25.82 .004| 42.28 .001| 58.75 .000| 75.22 .00000910> 9.37 .015| 25.83 .004| 42.30 .001| 58.77 .000| 75.23 .000



00911> 9.38 .015| 25.85 .004| 42.32 .001| 58.78 .000| 75.25 .00000912> 9.40 .015| 25.87 .004| 42.33 .001| 58.80 .000| 75.27 .00000913> 9.42 .015| 25.88 .004| 42.35 .001| 58.82 .000| 75.28 .00000914> 9.43 .015| 25.90 .004| 42.37 .001| 58.83 .000| 75.30 .00000915> 9.45 .015| 25.92 .004| 42.38 .001| 58.85 .000| 75.32 .00000916> 9.47 .015| 25.93 .004| 42.40 .001| 58.87 .000| 75.33 .00000917> 9.48 .015| 25.95 .004| 42.42 .001| 58.88 .000| 75.35 .00000918> 9.50 .015| 25.97 .004| 42.43 .001| 58.90 .000| 75.37 .00000919> 9.52 .015| 25.98 .004| 42.45 .001| 58.92 .000| 75.38 .00000920> 9.53 .015| 26.00 .004| 42.47 .001| 58.93 .000| 75.40 .00000921> 9.55 .015| 26.02 .004| 42.48 .001| 58.95 .000| 75.42 .00000922> 9.57 .015| 26.03 .004| 42.50 .001| 58.97 .000| 75.43 .00000923> 9.58 .015| 26.05 .004| 42.52 .001| 58.98 .000| 75.45 .00000924> 9.60 .015| 26.07 .004| 42.53 .001| 59.00 .000| 75.47 .00000925> 9.62 .015| 26.08 .004| 42.55 .001| 59.02 .000| 75.48 .00000926> 9.63 .015| 26.10 .004| 42.57 .001| 59.03 .000| 75.50 .00000927> 9.65 .015| 26.12 .004| 42.58 .001| 59.05 .000| 75.52 .00000928> 9.67 .015| 26.13 .004| 42.60 .001| 59.07 .000| 75.53 .00000929> 9.68 .015| 26.15 .004| 42.62 .001| 59.08 .000| 75.55 .00000930> 9.70 .015| 26.17 .004| 42.63 .001| 59.10 .000| 75.57 .00000931> 9.72 .015| 26.18 .004| 42.65 .001| 59.12 .000| 75.58 .00000932> 9.73 .015| 26.20 .004| 42.67 .001| 59.13 .000| 75.60 .00000933> 9.75 .015| 26.22 .004| 42.68 .001| 59.15 .000| 75.62 .00000934> 9.77 .015| 26.23 .004| 42.70 .001| 59.17 .000| 75.64 .00000935> 9.78 .015| 26.25 .004| 42.72 .001| 59.18 .000| 75.65 .00000936> 9.80 .015| 26.27 .004| 42.73 .001| 59.20 .000| 75.67 .00000937> 9.82 .015| 26.28 .004| 42.75 .001| 59.22 .000| 75.69 .00000938> 9.83 .015| 26.30 .004| 42.77 .001| 59.23 .000| 75.70 .00000939> 9.85 .015| 26.32 .004| 42.78 .001| 59.25 .000| 75.72 .00000940> 9.87 .015| 26.33 .004| 42.80 .001| 59.27 .000| 75.74 .00000941> 9.88 .015| 26.35 .004| 42.82 .001| 59.28 .000| 75.75 .00000942> 9.90 .015| 26.37 .004| 42.83 .001| 59.30 .000| 75.77 .00000943> 9.92 .015| 26.38 .004| 42.85 .001| 59.32 .000| 75.79 .00000944> 9.93 .015| 26.40 .004| 42.87 .001| 59.33 .000| 75.80 .00000945> 9.95 .015| 26.42 .004| 42.88 .001| 59.35 .000| 75.82 .00000946> 9.97 .015| 26.43 .004| 42.90 .001| 59.37 .000| 75.84 .00000947> 9.98 .015| 26.45 .004| 42.92 .001| 59.38 .000| 75.85 .00000948> 10.00 .015| 26.47 .004| 42.93 .001| 59.40 .000| 75.87 .00000949> 10.02 .015| 26.48 .004| 42.95 .001| 59.42 .000| 75.89 .00000950> 10.03 .015| 26.50 .004| 42.97 .001| 59.43 .000| 75.90 .00000951> 10.05 .015| 26.52 .004| 42.98 .001| 59.45 .000| 75.92 .00000952> 10.07 .015| 26.53 .004| 43.00 .001| 59.47 .000| 75.94 .00000953> 10.08 .015| 26.55 .004| 43.02 .001| 59.48 .000| 75.95 .00000954> 10.10 .015| 26.57 .004| 43.03 .001| 59.50 .000| 75.97 .00000955> 10.12 .015| 26.58 .004| 43.05 .001| 59.52 .000| 75.99 .00000956> 10.13 .015| 26.60 .004| 43.07 .001| 59.53 .000| 76.00 .00000957> 10.15 .014| 26.62 .004| 43.08 .001| 59.55 .000| 76.02 .00000958> 10.17 .014| 26.63 .004| 43.10 .001| 59.57 .000| 76.04 .00000959> 10.18 .014| 26.65 .004| 43.12 .001| 59.58 .000| 76.05 .00000960> 10.20 .014| 26.67 .004| 43.13 .001| 59.60 .000| 76.07 .00000961> 10.22 .014| 26.68 .004| 43.15 .001| 59.62 .000| 76.09 .00000962> 10.23 .014| 26.70 .004| 43.17 .001| 59.63 .000| 76.10 .00000963> 10.25 .014| 26.72 .004| 43.18 .001| 59.65 .000| 76.12 .00000964> 10.27 .014| 26.73 .004| 43.20 .001| 59.67 .000| 76.14 .00000965> 10.28 .014| 26.75 .004| 43.22 .001| 59.68 .000| 76.15 .00000966> 10.30 .014| 26.77 .004| 43.23 .001| 59.70 .000| 76.17 .00000967> 10.32 .014| 26.78 .004| 43.25 .001| 59.72 .000| 76.19 .00000968> 10.33 .014| 26.80 .004| 43.27 .001| 59.73 .000| 76.20 .00000969> 10.35 .014| 26.82 .004| 43.28 .001| 59.75 .000| 76.22 .00000970> 10.37 .014| 26.83 .004| 43.30 .001| 59.77 .000| 76.24 .00000971> 10.38 .014| 26.85 .004| 43.32 .001| 59.78 .000| 76.25 .00000972> 10.40 .014| 26.87 .004| 43.33 .001| 59.80 .000| 76.27 .00000973> 10.42 .014| 26.88 .004| 43.35 .001| 59.82 .000| 76.29 .00000974> 10.43 .014| 26.90 .004| 43.37 .001| 59.83 .000| 76.30 .00000975> 10.45 .014| 26.92 .004| 43.38 .001| 59.85 .000| 76.32 .000



00976> 10.47 .014| 26.93 .004| 43.40 .001| 59.87 .000| 76.34 .00000977> 10.48 .014| 26.95 .004| 43.42 .001| 59.88 .000| 76.35 .00000978> 10.50 .014| 26.97 .004| 43.43 .001| 59.90 .000| 76.37 .00000979> 10.52 .014| 26.98 .004| 43.45 .001| 59.92 .000| 76.39 .00000980> 10.53 .014| 27.00 .004| 43.47 .001| 59.93 .000| 76.40 .00000981> 10.55 .014| 27.02 .004| 43.48 .001| 59.95 .000| 76.42 .00000982> 10.57 .014| 27.03 .004| 43.50 .001| 59.97 .000| 76.44 .00000983> 10.58 .014| 27.05 .004| 43.52 .001| 59.98 .000| 76.45 .00000984> 10.60 .014| 27.07 .004| 43.53 .001| 60.00 .000| 76.47 .00000985> 10.62 .014| 27.08 .004| 43.55 .001| 60.02 .000| 76.49 .00000986> 10.63 .014| 27.10 .004| 43.57 .001| 60.03 .000| 76.50 .00000987> 10.65 .014| 27.12 .004| 43.58 .001| 60.05 .000| 76.52 .00000988> 10.67 .014| 27.13 .004| 43.60 .001| 60.07 .000| 76.54 .00000989> 10.68 .014| 27.15 .004| 43.62 .001| 60.08 .000| 76.55 .00000990> 10.70 .014| 27.17 .004| 43.63 .001| 60.10 .000| 76.57 .00000991> 10.72 .014| 27.18 .004| 43.65 .001| 60.12 .000| 76.59 .00000992> 10.73 .014| 27.20 .004| 43.67 .001| 60.13 .000| 76.60 .00000993> 10.75 .014| 27.22 .004| 43.68 .001| 60.15 .000| 76.62 .00000994> 10.77 .014| 27.23 .004| 43.70 .001| 60.17 .000| 76.64 .00000995> 10.78 .014| 27.25 .004| 43.72 .001| 60.18 .000| 76.65 .00000996> 10.80 .014| 27.27 .004| 43.73 .001| 60.20 .000| 76.67 .00000997> 10.82 .014| 27.28 .004| 43.75 .001| 60.22 .000| 76.69 .00000998> 10.83 .014| 27.30 .004| 43.77 .001| 60.23 .000| 76.70 .00000999> 10.85 .014| 27.32 .004| 43.78 .001| 60.25 .000| 76.72 .00001000> 10.87 .014| 27.33 .004| 43.80 .001| 60.27 .000| 76.74 .00001001> 10.88 .014| 27.35 .004| 43.82 .001| 60.28 .000| 76.75 .00001002> 10.90 .014| 27.37 .004| 43.83 .001| 60.30 .000| 76.77 .00001003> 10.92 .014| 27.38 .004| 43.85 .001| 60.32 .000| 76.79 .00001004> 10.93 .014| 27.40 .004| 43.87 .001| 60.33 .000| 76.80 .00001005> 10.95 .014| 27.42 .004| 43.88 .001| 60.35 .000| 76.82 .00001006> 10.97 .014| 27.43 .004| 43.90 .001| 60.37 .000| 76.84 .00001007> 10.98 .014| 27.45 .004| 43.92 .001| 60.38 .000| 76.85 .00001008> 11.00 .014| 27.47 .004| 43.93 .001| 60.40 .000| 76.87 .00001009> 11.02 .014| 27.48 .004| 43.95 .001| 60.42 .000| 76.89 .00001010> 11.03 .014| 27.50 .004| 43.97 .001| 60.43 .000| 76.90 .00001011> 11.05 .014| 27.52 .004| 43.98 .001| 60.45 .000| 76.92 .00001012> 11.07 .014| 27.53 .004| 44.00 .001| 60.47 .000| 76.94 .00001013> 11.08 .014| 27.55 .004| 44.02 .001| 60.48 .000| 76.95 .00001014> 11.10 .014| 27.57 .004| 44.03 .001| 60.50 .000| 76.97 .00001015> 11.12 .014| 27.58 .004| 44.05 .001| 60.52 .000| 76.99 .00001016> 11.13 .014| 27.60 .004| 44.07 .001| 60.53 .000| 77.00 .00001017> 11.15 .014| 27.62 .004| 44.08 .001| 60.55 .000| 77.02 .00001018> 11.17 .014| 27.63 .004| 44.10 .001| 60.57 .000| 77.04 .00001019> 11.18 .014| 27.65 .004| 44.12 .001| 60.58 .000| 77.05 .00001020> 11.20 .014| 27.67 .004| 44.13 .001| 60.60 .000| 77.07 .00001021> 11.22 .014| 27.68 .004| 44.15 .001| 60.62 .000| 77.09 .00001022> 11.23 .014| 27.70 .004| 44.17 .001| 60.63 .000| 77.10 .00001023> 11.25 .014| 27.72 .004| 44.18 .001| 60.65 .000| 77.12 .00001024> 11.27 .014| 27.73 .004| 44.20 .001| 60.67 .000| 77.14 .00001025> 11.28 .014| 27.75 .004| 44.22 .001| 60.68 .000| 77.15 .00001026> 11.30 .014| 27.77 .004| 44.23 .001| 60.70 .000| 77.17 .00001027> 11.32 .014| 27.78 .004| 44.25 .001| 60.72 .000| 77.19 .00001028> 11.33 .014| 27.80 .004| 44.27 .001| 60.73 .000| 77.20 .00001029> 11.35 .014| 27.82 .004| 44.28 .001| 60.75 .000| 77.22 .00001030> 11.37 .014| 27.83 .004| 44.30 .001| 60.77 .000| 77.24 .00001031> 11.38 .014| 27.85 .004| 44.32 .001| 60.78 .000| 77.25 .00001032> 11.40 .014| 27.87 .004| 44.33 .001| 60.80 .000| 77.27 .00001033> 11.42 .014| 27.88 .004| 44.35 .001| 60.82 .000| 77.29 .00001034> 11.43 .014| 27.90 .004| 44.37 .001| 60.83 .000| 77.30 .00001035> 11.45 .014| 27.92 .004| 44.38 .001| 60.85 .000| 77.32 .00001036> 11.47 .014| 27.93 .004| 44.40 .001| 60.87 .000| 77.34 .00001037> 11.48 .014| 27.95 .004| 44.42 .001| 60.88 .000| 77.35 .00001038> 11.50 .014| 27.97 .004| 44.43 .001| 60.90 .000| 77.37 .00001039> 11.52 .014| 27.98 .004| 44.45 .001| 60.92 .000| 77.39 .00001040> 11.53 .014| 28.00 .004| 44.47 .001| 60.93 .000| 77.40 .000



01041> 11.55 .014| 28.02 .004| 44.48 .001| 60.95 .000| 77.42 .00001042> 11.57 .014| 28.03 .004| 44.50 .001| 60.97 .000| 77.44 .00001043> 11.58 .014| 28.05 .004| 44.52 .001| 60.98 .000| 77.45 .00001044> 11.60 .014| 28.07 .004| 44.53 .001| 61.00 .000| 77.47 .00001045> 11.62 .014| 28.08 .004| 44.55 .001| 61.02 .000| 77.49 .00001046> 11.63 .014| 28.10 .004| 44.57 .001| 61.03 .000| 77.50 .00001047> 11.65 .014| 28.12 .003| 44.58 .001| 61.05 .000| 77.52 .00001048> 11.67 .014| 28.13 .003| 44.60 .001| 61.07 .000| 77.54 .00001049> 11.68 .014| 28.15 .003| 44.62 .001| 61.08 .000| 77.55 .00001050> 11.70 .014| 28.17 .003| 44.63 .001| 61.10 .000| 77.57 .00001051> 11.72 .014| 28.18 .003| 44.65 .001| 61.12 .000| 77.59 .00001052> 11.73 .014| 28.20 .003| 44.67 .001| 61.13 .000| 77.60 .00001053> 11.75 .014| 28.22 .003| 44.68 .001| 61.15 .000| 77.62 .00001054> 11.77 .014| 28.23 .003| 44.70 .001| 61.17 .000| 77.64 .00001055> 11.78 .014| 28.25 .003| 44.72 .001| 61.18 .000| 77.65 .00001056> 11.80 .014| 28.27 .003| 44.73 .001| 61.20 .000| 77.67 .00001057> 11.82 .014| 28.28 .003| 44.75 .001| 61.22 .000| 77.69 .00001058> 11.83 .014| 28.30 .003| 44.77 .001| 61.23 .000| 77.70 .00001059> 11.85 .014| 28.32 .003| 44.78 .001| 61.25 .000| 77.72 .00001060> 11.87 .014| 28.33 .003| 44.80 .001| 61.27 .000| 77.74 .00001061> 11.88 .014| 28.35 .003| 44.82 .001| 61.28 .000| 77.75 .00001062> 11.90 .014| 28.37 .003| 44.83 .001| 61.30 .000| 77.77 .00001063> 11.92 .014| 28.38 .003| 44.85 .001| 61.32 .000| 77.79 .00001064> 11.93 .014| 28.40 .003| 44.87 .001| 61.33 .000| 77.80 .00001065> 11.95 .014| 28.42 .003| 44.88 .001| 61.35 .000| 77.82 .00001066> 11.97 .014| 28.43 .003| 44.90 .001| 61.37 .000| 77.84 .00001067> 11.98 .014| 28.45 .003| 44.92 .001| 61.38 .000| 77.85 .00001068> 12.00 .014| 28.47 .003| 44.93 .001| 61.40 .000| 77.87 .00001069> 12.02 .014| 28.48 .003| 44.95 .001| 61.42 .000| 77.89 .00001070> 12.03 .014| 28.50 .003| 44.97 .001| 61.43 .000| 77.90 .00001071> 12.05 .013| 28.52 .003| 44.98 .001| 61.45 .000| 77.92 .00001072> 12.07 .013| 28.53 .003| 45.00 .001| 61.47 .000| 77.94 .00001073> 12.08 .013| 28.55 .003| 45.02 .001| 61.48 .000| 77.95 .00001074> 12.10 .013| 28.57 .003| 45.03 .001| 61.50 .000| 77.97 .00001075> 12.12 .013| 28.58 .003| 45.05 .001| 61.52 .000| 77.99 .00001076> 12.13 .013| 28.60 .003| 45.07 .001| 61.53 .000| 78.00 .00001077> 12.15 .013| 28.62 .003| 45.08 .001| 61.55 .000| 78.02 .00001078> 12.17 .013| 28.63 .003| 45.10 .001| 61.57 .000| 78.04 .00001079> 12.18 .013| 28.65 .003| 45.12 .001| 61.58 .000| 78.05 .00001080> 12.20 .013| 28.67 .003| 45.13 .001| 61.60 .000| 78.07 .00001081> 12.22 .013| 28.68 .003| 45.15 .001| 61.62 .000| 78.09 .00001082> 12.23 .013| 28.70 .003| 45.17 .001| 61.63 .000| 78.10 .00001083> 12.25 .013| 28.72 .003| 45.18 .001| 61.65 .000| 78.12 .00001084> 12.27 .013| 28.73 .003| 45.20 .001| 61.67 .000| 78.14 .00001085> 12.28 .013| 28.75 .003| 45.22 .001| 61.68 .000| 78.15 .00001086> 12.30 .013| 28.77 .003| 45.23 .001| 61.70 .000| 78.17 .00001087> 12.32 .013| 28.78 .003| 45.25 .001| 61.72 .000| 78.19 .00001088> 12.33 .013| 28.80 .003| 45.27 .001| 61.73 .000| 78.20 .00001089> 12.35 .013| 28.82 .003| 45.28 .001| 61.75 .000| 78.22 .00001090> 12.37 .013| 28.83 .003| 45.30 .001| 61.77 .000| 78.24 .00001091> 12.38 .013| 28.85 .003| 45.32 .001| 61.78 .000| 78.25 .00001092> 12.40 .013| 28.87 .003| 45.33 .001| 61.80 .000| 78.27 .00001093> 12.42 .013| 28.88 .003| 45.35 .001| 61.82 .000| 78.29 .00001094> 12.43 .013| 28.90 .003| 45.37 .001| 61.83 .000| 78.30 .00001095> 12.45 .013| 28.92 .003| 45.38 .001| 61.85 .000| 78.32 .00001096> 12.47 .013| 28.93 .003| 45.40 .001| 61.87 .000| 78.34 .00001097> 12.48 .013| 28.95 .003| 45.42 .001| 61.88 .000| 78.35 .00001098> 12.50 .013| 28.97 .003| 45.43 .001| 61.90 .000| 78.37 .00001099> 12.52 .013| 28.98 .003| 45.45 .001| 61.92 .000| 78.39 .00001100> 12.53 .013| 29.00 .003| 45.47 .001| 61.93 .000| 78.40 .00001101> 12.55 .013| 29.02 .003| 45.48 .001| 61.95 .000| 78.42 .00001102> 12.57 .013| 29.03 .003| 45.50 .001| 61.97 .000| 78.44 .00001103> 12.58 .013| 29.05 .003| 45.52 .001| 61.98 .000| 78.45 .00001104> 12.60 .013| 29.07 .003| 45.53 .001| 62.00 .000| 78.47 .00001105> 12.62 .013| 29.08 .003| 45.55 .001| 62.02 .000| 78.49 .000



01106> 12.63 .013| 29.10 .003| 45.57 .001| 62.03 .000| 78.50 .00001107> 12.65 .013| 29.12 .003| 45.58 .001| 62.05 .000| 78.52 .00001108> 12.67 .013| 29.13 .003| 45.60 .001| 62.07 .000| 78.54 .00001109> 12.68 .013| 29.15 .003| 45.62 .001| 62.08 .000| 78.55 .00001110> 12.70 .013| 29.17 .003| 45.63 .001| 62.10 .000| 78.57 .00001111> 12.72 .013| 29.18 .003| 45.65 .001| 62.12 .000| 78.59 .00001112> 12.73 .013| 29.20 .003| 45.67 .001| 62.13 .000| 78.60 .00001113> 12.75 .013| 29.22 .003| 45.68 .001| 62.15 .000| 78.62 .00001114> 12.77 .013| 29.23 .003| 45.70 .001| 62.17 .000| 78.64 .00001115> 12.78 .013| 29.25 .003| 45.72 .001| 62.18 .000| 78.65 .00001116> 12.80 .013| 29.27 .003| 45.73 .001| 62.20 .000| 78.67 .00001117> 12.82 .013| 29.28 .003| 45.75 .001| 62.22 .000| 78.69 .00001118> 12.83 .013| 29.30 .003| 45.77 .001| 62.23 .000| 78.70 .00001119> 12.85 .013| 29.32 .003| 45.78 .001| 62.25 .000| 78.72 .00001120> 12.87 .013| 29.33 .003| 45.80 .001| 62.27 .000| 78.74 .00001121> 12.88 .013| 29.35 .003| 45.82 .001| 62.28 .000| 78.75 .00001122> 12.90 .013| 29.37 .003| 45.83 .001| 62.30 .000| 78.77 .00001123> 12.92 .013| 29.38 .003| 45.85 .001| 62.32 .000| 78.79 .00001124> 12.93 .013| 29.40 .003| 45.87 .001| 62.33 .000| 78.80 .00001125> 12.95 .013| 29.42 .003| 45.88 .001| 62.35 .000| 78.82 .00001126> 12.97 .013| 29.43 .003| 45.90 .001| 62.37 .000| 78.84 .00001127> 12.98 .013| 29.45 .003| 45.92 .001| 62.38 .000| 78.85 .00001128> 13.00 .013| 29.47 .003| 45.93 .001| 62.40 .000| 78.87 .00001129> 13.02 .013| 29.48 .003| 45.95 .001| 62.42 .000| 78.89 .00001130> 13.03 .013| 29.50 .003| 45.97 .001| 62.43 .000| 78.90 .00001131> 13.05 .013| 29.52 .003| 45.98 .001| 62.45 .000| 78.92 .00001132> 13.07 .013| 29.53 .003| 46.00 .001| 62.47 .000| 78.94 .00001133> 13.08 .013| 29.55 .003| 46.02 .001| 62.48 .000| 78.95 .00001134> 13.10 .013| 29.57 .003| 46.03 .001| 62.50 .000| 78.97 .00001135> 13.12 .013| 29.58 .003| 46.05 .001| 62.52 .000| 78.99 .00001136> 13.13 .013| 29.60 .003| 46.07 .001| 62.53 .000| 79.00 .00001137> 13.15 .013| 29.62 .003| 46.08 .001| 62.55 .000| 79.02 .00001138> 13.17 .013| 29.63 .003| 46.10 .000| 62.57 .000| 79.04 .00001139> 13.18 .013| 29.65 .003| 46.12 .000| 62.58 .000| 79.05 .00001140> 13.20 .013| 29.67 .003| 46.13 .000| 62.60 .000| 79.07 .00001141> 13.22 .013| 29.68 .003| 46.15 .000| 62.62 .000| 79.09 .00001142> 13.23 .013| 29.70 .003| 46.17 .000| 62.63 .000| 79.10 .00001143> 13.25 .013| 29.72 .003| 46.18 .000| 62.65 .000| 79.12 .00001144> 13.27 .013| 29.73 .003| 46.20 .000| 62.67 .000| 79.14 .00001145> 13.28 .013| 29.75 .003| 46.22 .000| 62.68 .000| 79.15 .00001146> 13.30 .013| 29.77 .003| 46.23 .000| 62.70 .000| 79.17 .00001147> 13.32 .013| 29.78 .003| 46.25 .000| 62.72 .000| 79.19 .00001148> 13.33 .013| 29.80 .003| 46.27 .000| 62.73 .000| 79.20 .00001149> 13.35 .013| 29.82 .003| 46.28 .000| 62.75 .000| 79.22 .00001150> 13.37 .013| 29.83 .003| 46.30 .000| 62.77 .000| 79.24 .00001151> 13.38 .013| 29.85 .003| 46.32 .000| 62.78 .000| 79.25 .00001152> 13.40 .013| 29.87 .003| 46.33 .000| 62.80 .000| 79.27 .00001153> 13.42 .013| 29.88 .003| 46.35 .000| 62.82 .000| 79.29 .00001154> 13.43 .013| 29.90 .003| 46.37 .000| 62.83 .000| 79.30 .00001155> 13.45 .013| 29.92 .003| 46.38 .000| 62.85 .000| 79.32 .00001156> 13.47 .013| 29.93 .003| 46.40 .000| 62.87 .000| 79.34 .00001157> 13.48 .013| 29.95 .003| 46.42 .000| 62.88 .000| 79.35 .00001158> 13.50 .013| 29.97 .003| 46.43 .000| 62.90 .000| 79.37 .00001159> 13.52 .013| 29.98 .003| 46.45 .000| 62.92 .000| 79.39 .00001160> 13.53 .013| 30.00 .003| 46.47 .000| 62.93 .000| 79.40 .00001161> 13.55 .013| 30.02 .003| 46.48 .000| 62.95 .000| 79.42 .00001162> 13.57 .013| 30.03 .003| 46.50 .000| 62.97 .000| 79.44 .00001163> 13.58 .013| 30.05 .003| 46.52 .000| 62.98 .000| 79.45 .00001164> 13.60 .013| 30.07 .003| 46.53 .000| 63.00 .000| 79.47 .00001165> 13.62 .013| 30.08 .003| 46.55 .000| 63.02 .000| 79.49 .00001166> 13.63 .013| 30.10 .003| 46.57 .000| 63.03 .000| 79.50 .00001167> 13.65 .013| 30.12 .003| 46.58 .000| 63.05 .000| 79.52 .00001168> 13.67 .013| 30.13 .003| 46.60 .000| 63.07 .000| 79.54 .00001169> 13.68 .013| 30.15 .003| 46.62 .000| 63.08 .000| 79.55 .00001170> 13.70 .013| 30.17 .003| 46.63 .000| 63.10 .000| 79.57 .000



01171> 13.72 .013| 30.18 .003| 46.65 .000| 63.12 .000| 79.59 .00001172> 13.73 .013| 30.20 .003| 46.67 .000| 63.13 .000| 79.60 .00001173> 13.75 .013| 30.22 .003| 46.68 .000| 63.15 .000| 79.62 .00001174> 13.77 .013| 30.23 .003| 46.70 .000| 63.17 .000| 79.64 .00001175> 13.78 .013| 30.25 .003| 46.72 .000| 63.18 .000| 79.65 .00001176> 13.80 .013| 30.27 .003| 46.73 .000| 63.20 .000| 79.67 .00001177> 13.82 .013| 30.28 .003| 46.75 .000| 63.22 .000| 79.69 .00001178> 13.83 .013| 30.30 .003| 46.77 .000| 63.23 .000| 79.70 .00001179> 13.85 .013| 30.32 .003| 46.78 .000| 63.25 .000| 79.72 .00001180> 13.87 .013| 30.33 .003| 46.80 .000| 63.27 .000| 79.74 .00001181> 13.88 .013| 30.35 .003| 46.82 .000| 63.28 .000| 79.75 .00001182> 13.90 .013| 30.37 .003| 46.83 .000| 63.30 .000| 79.77 .00001183> 13.92 .013| 30.38 .003| 46.85 .000| 63.32 .000| 79.79 .00001184> 13.93 .013| 30.40 .003| 46.87 .000| 63.33 .000| 79.80 .00001185> 13.95 .013| 30.42 .003| 46.88 .000| 63.35 .000| 79.82 .00001186> 13.97 .013| 30.43 .003| 46.90 .000| 63.37 .000| 79.84 .00001187> 13.98 .013| 30.45 .003| 46.92 .000| 63.38 .000| 79.85 .00001188> 14.00 .013| 30.47 .003| 46.93 .000| 63.40 .000| 79.87 .00001189> 14.02 .013| 30.48 .003| 46.95 .000| 63.42 .000| 79.89 .00001190> 14.03 .013| 30.50 .003| 46.97 .000| 63.43 .000| 79.90 .00001191> 14.05 .013| 30.52 .003| 46.98 .000| 63.45 .000| 79.92 .00001192> 14.07 .013| 30.53 .003| 47.00 .000| 63.47 .000| 79.94 .00001193> 14.08 .013| 30.55 .003| 47.02 .000| 63.48 .000| 79.95 .00001194> 14.10 .013| 30.57 .003| 47.03 .000| 63.50 .000| 79.97 .00001195> 14.12 .012| 30.58 .003| 47.05 .000| 63.52 .000| 79.99 .00001196> 14.13 .012| 30.60 .003| 47.07 .000| 63.53 .000| 80.00 .00001197> 14.15 .012| 30.62 .003| 47.08 .000| 63.55 .000| 80.02 .00001198> 14.17 .012| 30.63 .003| 47.10 .000| 63.57 .000| 80.04 .00001199> 14.18 .012| 30.65 .003| 47.12 .000| 63.58 .000| 80.05 .00001200> 14.20 .012| 30.67 .003| 47.13 .000| 63.60 .000| 80.07 .00001201> 14.22 .012| 30.68 .003| 47.15 .000| 63.62 .000| 80.09 .00001202> 14.23 .012| 30.70 .003| 47.17 .000| 63.63 .000| 80.10 .00001203> 14.25 .012| 30.72 .003| 47.18 .000| 63.65 .000| 80.12 .00001204> 14.27 .012| 30.73 .003| 47.20 .000| 63.67 .000| 80.14 .00001205> 14.28 .012| 30.75 .003| 47.22 .000| 63.68 .000| 80.15 .00001206> 14.30 .012| 30.77 .003| 47.23 .000| 63.70 .000| 80.17 .00001207> 14.32 .012| 30.78 .003| 47.25 .000| 63.72 .000| 80.19 .00001208> 14.33 .012| 30.80 .003| 47.27 .000| 63.73 .000| 80.20 .00001209> 14.35 .012| 30.82 .003| 47.28 .000| 63.75 .000| 80.22 .00001210> 14.37 .012| 30.83 .003| 47.30 .000| 63.77 .000| 80.24 .00001211> 14.38 .012| 30.85 .003| 47.32 .000| 63.78 .000| 80.25 .00001212> 14.40 .012| 30.87 .003| 47.33 .000| 63.80 .000| 80.27 .00001213> 14.42 .012| 30.88 .003| 47.35 .000| 63.82 .000| 80.29 .00001214> 14.43 .012| 30.90 .003| 47.37 .000| 63.83 .000| 80.30 .00001215> 14.45 .012| 30.92 .003| 47.38 .000| 63.85 .000| 80.32 .00001216> 14.47 .012| 30.93 .003| 47.40 .000| 63.87 .000| 80.34 .00001217> 14.48 .012| 30.95 .003| 47.42 .000| 63.88 .000| 80.35 .00001218> 14.50 .012| 30.97 .003| 47.43 .000| 63.90 .000| 80.37 .00001219> 14.52 .012| 30.98 .003| 47.45 .000| 63.92 .000| 80.39 .00001220> 14.53 .012| 31.00 .003| 47.47 .000| 63.93 .000| 80.40 .00001221> 14.55 .012| 31.02 .003| 47.48 .000| 63.95 .000| 80.42 .00001222> 14.57 .012| 31.03 .003| 47.50 .000| 63.97 .000| 80.44 .00001223> 14.58 .012| 31.05 .003| 47.52 .000| 63.98 .000| 80.45 .00001224> 14.60 .012| 31.07 .003| 47.53 .000| 64.00 .000| 80.47 .00001225> 14.62 .012| 31.08 .003| 47.55 .000| 64.02 .000| 80.49 .00001226> 14.63 .012| 31.10 .003| 47.57 .000| 64.03 .000| 80.50 .00001227> 14.65 .012| 31.12 .003| 47.58 .000| 64.05 .000| 80.52 .00001228> 14.67 .012| 31.13 .003| 47.60 .000| 64.07 .000| 80.54 .00001229> 14.68 .012| 31.15 .003| 47.62 .000| 64.08 .000| 80.55 .00001230> 14.70 .012| 31.17 .003| 47.63 .000| 64.10 .000| 80.57 .00001231> 14.72 .012| 31.18 .003| 47.65 .000| 64.12 .000| 80.59 .00001232> 14.73 .012| 31.20 .003| 47.67 .000| 64.13 .000| 80.60 .00001233> 14.75 .012| 31.22 .003| 47.68 .000| 64.15 .000| 80.62 .00001234> 14.77 .012| 31.23 .002| 47.70 .000| 64.17 .000| 80.64 .00001235> 14.78 .012| 31.25 .002| 47.72 .000| 64.18 .000| 80.65 .000



01236> 14.80 .012| 31.27 .002| 47.73 .000| 64.20 .000| 80.67 .00001237> 14.82 .012| 31.28 .002| 47.75 .000| 64.22 .000| 80.69 .00001238> 14.83 .012| 31.30 .002| 47.77 .000| 64.23 .000| 80.70 .00001239> 14.85 .012| 31.32 .002| 47.78 .000| 64.25 .000| 80.72 .00001240> 14.87 .012| 31.33 .002| 47.80 .000| 64.27 .000| 80.74 .00001241> 14.88 .012| 31.35 .002| 47.82 .000| 64.28 .000| 80.75 .00001242> 14.90 .012| 31.37 .002| 47.83 .000| 64.30 .000| 80.77 .00001243> 14.92 .012| 31.38 .002| 47.85 .000| 64.32 .000| 80.79 .00001244> 14.93 .012| 31.40 .002| 47.87 .000| 64.33 .000| 80.80 .00001245> 14.95 .012| 31.42 .002| 47.88 .000| 64.35 .000| 80.82 .00001246> 14.97 .012| 31.43 .002| 47.90 .000| 64.37 .000| 80.84 .00001247> 14.98 .012| 31.45 .002| 47.92 .000| 64.38 .000| 80.85 .00001248> 15.00 .012| 31.47 .002| 47.93 .000| 64.40 .000| 80.87 .00001249> 15.02 .012| 31.48 .002| 47.95 .000| 64.42 .000| 80.89 .00001250> 15.03 .012| 31.50 .002| 47.97 .000| 64.43 .000| 80.90 .00001251> 15.05 .012| 31.52 .002| 47.98 .000| 64.45 .000| 80.92 .00001252> 15.07 .012| 31.53 .002| 48.00 .000| 64.47 .000| 80.94 .00001253> 15.08 .012| 31.55 .002| 48.02 .000| 64.48 .000| 80.95 .00001254> 15.10 .012| 31.57 .002| 48.03 .000| 64.50 .000| 80.97 .00001255> 15.12 .012| 31.58 .002| 48.05 .000| 64.52 .000| 80.99 .00001256> 15.13 .012| 31.60 .002| 48.07 .000| 64.53 .000| 81.00 .00001257> 15.15 .012| 31.62 .002| 48.08 .000| 64.55 .000| 81.02 .00001258> 15.17 .012| 31.63 .002| 48.10 .000| 64.57 .000| 81.04 .00001259> 15.18 .012| 31.65 .002| 48.12 .000| 64.58 .000| 81.05 .00001260> 15.20 .012| 31.67 .002| 48.13 .000| 64.60 .000| 81.07 .00001261> 15.22 .012| 31.68 .002| 48.15 .000| 64.62 .000| 81.09 .00001262> 15.23 .012| 31.70 .002| 48.17 .000| 64.63 .000| 81.10 .00001263> 15.25 .012| 31.72 .002| 48.18 .000| 64.65 .000| 81.12 .00001264> 15.27 .012| 31.73 .002| 48.20 .000| 64.67 .000| 81.14 .00001265> 15.28 .012| 31.75 .002| 48.22 .000| 64.68 .000| 81.15 .00001266> 15.30 .012| 31.77 .002| 48.23 .000| 64.70 .000| 81.17 .00001267> 15.32 .012| 31.78 .002| 48.25 .000| 64.72 .000| 81.19 .00001268> 15.33 .012| 31.80 .002| 48.27 .000| 64.73 .000| 81.20 .00001269> 15.35 .012| 31.82 .002| 48.28 .000| 64.75 .000| 81.22 .00001270> 15.37 .012| 31.83 .002| 48.30 .000| 64.77 .000| 81.24 .00001271> 15.38 .012| 31.85 .002| 48.32 .000| 64.78 .000| 81.25 .00001272> 15.40 .012| 31.87 .002| 48.33 .000| 64.80 .000| 81.27 .00001273> 15.42 .012| 31.88 .002| 48.35 .000| 64.82 .000| 81.29 .00001274> 15.43 .012| 31.90 .002| 48.37 .000| 64.83 .000| 81.30 .00001275> 15.45 .012| 31.92 .002| 48.38 .000| 64.85 .000| 81.32 .00001276> 15.47 .012| 31.93 .002| 48.40 .000| 64.87 .000| 81.34 .00001277> 15.48 .012| 31.95 .002| 48.42 .000| 64.88 .000| 81.35 .00001278> 15.50 .012| 31.97 .002| 48.43 .000| 64.90 .000| 81.37 .00001279> 15.52 .012| 31.98 .002| 48.45 .000| 64.92 .000| 81.39 .00001280> 15.53 .012| 32.00 .002| 48.47 .000| 64.93 .000| 81.40 .00001281> 15.55 .012| 32.02 .002| 48.48 .000| 64.95 .000| 81.42 .00001282> 15.57 .012| 32.03 .002| 48.50 .000| 64.97 .000| 81.44 .00001283> 15.58 .012| 32.05 .002| 48.52 .000| 64.98 .000| 81.45 .00001284> 15.60 .012| 32.07 .002| 48.53 .000| 65.00 .000| 81.47 .00001285> 15.62 .012| 32.08 .002| 48.55 .000| 65.02 .000| 81.49 .00001286> 15.63 .012| 32.10 .002| 48.57 .000| 65.03 .000| 81.50 .00001287> 15.65 .012| 32.12 .002| 48.58 .000| 65.05 .000| 81.52 .00001288> 15.67 .012| 32.13 .002| 48.60 .000| 65.07 .000| 81.54 .00001289> 15.68 .012| 32.15 .002| 48.62 .000| 65.08 .000| 81.55 .00001290> 15.70 .012| 32.17 .002| 48.63 .000| 65.10 .000| 81.57 .00001291> 15.72 .012| 32.18 .002| 48.65 .000| 65.12 .000| 81.59 .00001292> 15.73 .012| 32.20 .002| 48.67 .000| 65.13 .000| 81.60 .00001293> 15.75 .012| 32.22 .002| 48.68 .000| 65.15 .000| 81.62 .00001294> 15.77 .012| 32.23 .002| 48.70 .000| 65.17 .000| 81.64 .00001295> 15.78 .012| 32.25 .002| 48.72 .000| 65.18 .000| 81.65 .00001296> 15.80 .012| 32.27 .002| 48.73 .000| 65.20 .000| 81.67 .00001297> 15.82 .012| 32.28 .002| 48.75 .000| 65.22 .000| 81.69 .00001298> 15.83 .012| 32.30 .002| 48.77 .000| 65.23 .000| 81.70 .00001299> 15.85 .012| 32.32 .002| 48.78 .000| 65.25 .000| 81.72 .00001300> 15.87 .012| 32.33 .002| 48.80 .000| 65.27 .000| 81.74 .000



01301> 15.88 .012| 32.35 .002| 48.82 .000| 65.28 .000| 81.75 .00001302> 15.90 .012| 32.37 .002| 48.83 .000| 65.30 .000| 81.77 .00001303> 15.92 .012| 32.38 .002| 48.85 .000| 65.32 .000| 81.79 .00001304> 15.93 .012| 32.40 .002| 48.87 .000| 65.33 .000| 81.80 .00001305> 15.95 .012| 32.42 .002| 48.88 .000| 65.35 .000| 81.82 .00001306> 15.97 .012| 32.43 .002| 48.90 .000| 65.37 .000| 81.84 .00001307> 15.98 .012| 32.45 .002| 48.92 .000| 65.38 .000| 81.85 .00001308> 16.00 .012| 32.47 .002| 48.93 .000| 65.40 .000| 81.87 .00001309> 16.02 .012| 32.48 .002| 48.95 .000| 65.42 .000| 81.89 .00001310> 16.03 .012| 32.50 .002| 48.97 .000| 65.43 .000| 81.90 .00001311> 16.05 .012| 32.52 .002| 48.98 .000| 65.45 .000| 81.92 .00001312> 16.07 .012| 32.53 .002| 49.00 .000| 65.47 .000| 81.94 .00001313> 16.08 .012| 32.55 .002| 49.02 .000| 65.48 .000| 81.95 .00001314> 16.10 .012| 32.57 .002| 49.03 .000| 65.50 .000| 81.97 .00001315> 16.12 .012| 32.58 .002| 49.05 .000| 65.52 .000| 81.99 .00001316> 16.13 .012| 32.60 .002| 49.07 .000| 65.53 .000| 82.00 .00001317> 16.15 .012| 32.62 .002| 49.08 .000| 65.55 .000| 82.02 .00001318> 16.17 .012| 32.63 .002| 49.10 .000| 65.57 .000| 82.04 .00001319> 16.18 .012| 32.65 .002| 49.12 .000| 65.58 .000| 82.05 .00001320> 16.20 .012| 32.67 .002| 49.13 .000| 65.60 .000| 82.07 .00001321> 16.22 .012| 32.68 .002| 49.15 .000| 65.62 .000| 82.09 .00001322> 16.23 .012| 32.70 .002| 49.17 .000| 65.63 .000| 82.10 .00001323> 16.25 .012| 32.72 .002| 49.18 .000| 65.65 .000| 82.12 .00001324> 16.27 .012| 32.73 .002| 49.20 .000| 65.67 .000| 82.14 .00001325> 16.28 .012| 32.75 .002| 49.22 .000| 65.68 .000| 82.15 .00001326> 16.30 .012| 32.77 .002| 49.23 .000| 65.70 .000| 82.17 .00001327> 16.32 .012| 32.78 .002| 49.25 .000| 65.72 .000| 82.19 .00001328> 16.33 .012| 32.80 .002| 49.27 .000| 65.73 .000| 82.20 .00001329> 16.35 .011| 32.82 .002| 49.28 .000| 65.75 .000| 82.22 .00001330> 16.37 .011| 32.83 .002| 49.30 .000| 65.77 .000| 82.24 .00001331> 16.38 .011| 32.85 .002| 49.32 .000| 65.78 .000| 82.25 .00001332> 16.40 .011| 32.87 .002| 49.33 .000| 65.80 .000|01333> 16.42 .011| 32.88 .002| 49.35 .000| 65.82 .000|01334> 16.43 .011| 32.90 .002| 49.37 .000| 65.83 .000|01335> 16.45 .011| 32.92 .002| 49.38 .000| 65.85 .000|01336> --------------------------------------------------------------------------------01337> 001:0015------------------------------------------------------------------------01338> *#West Side 01339> ----------------------01340> | CALIB STANDHYD | Area (ha)= 7.5501341> | 06:500 DT= 1.00 | Total Imp(%)= 51.00 Dir. Conn.(%)= 22.0001342> ----------------------01343> IMPERVIOUS PERVIOUS (i)01344> Surface Area (ha)= 3.85 3.7001345> Dep. Storage (mm)= .80 5.0001346> Average Slope (%)= 2.00 2.0001347> Length (m)= 224.00 40.0001348> Mannings n = .013 .15001349> 01350> Max.eff.Inten.(mm/hr)= 41.67 8.0601351> over (min) 5.00 19.0001352> Storage Coeff. (min)= 4.78 (ii) 19.00 (ii)01353> Unit Hyd. Tpeak (min)= 5.00 19.0001354> Unit Hyd. peak (cms)= .23 .0601355> *TOTALS*01356> PEAK FLOW (cms)= .17 .05 .180 (iii)01357> TIME TO PEAK (hrs)= 1.52 1.87 1.51701358> RUNOFF VOLUME (mm)= 24.22 4.94 9.18101359> TOTAL RAINFALL (mm)= 25.02 25.02 25.02301360> RUNOFF COEFFICIENT = .97 .20 .36701361> 01362> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01363> CN* = 68.0 Ia = Dep. Storage (Above)01364> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01365> THAN THE STORAGE COEFFICIENT.

robert.deangelis

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01366> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01367> 01368> --------------------------------------------------------------------------------01369> 001:0016------------------------------------------------------------------------01370> --------------------01371> | ROUTE PIPE 500pip| PIPE Number = 1.0001372> | IN= 6---> OUT= 1 | Diameter (mm)= 1200.0001373> | DT= 1.0 min | Length (m)= 64.8001374> -------------------- Slope (m/m)= .0020001375> Manning n = .01301376> 01377> <------------------- TRAVEL TIME TABLE ------------------->01378> DEPTH VOLUME FLOW RATE VELOCITY TRAV.TIME 01379> (m) (cu.m.) (cms) (m/s) min01380> .063 .148E+01 .009 .410 2.6401381> .126 .411E+01 .041 .639 1.6901382> .189 .743E+01 .094 .823 1.3101383> .253 .112E+02 .169 .978 1.1001384> .316 .154E+02 .265 1.113 .9701385> .379 .199E+02 .377 1.231 .8801386> .442 .245E+02 .505 1.335 .8101387> .505 .293E+02 .645 1.427 .7601388> .568 .342E+02 .795 1.507 .7201389> .632 .391E+02 .951 1.576 .6901390> .695 .440E+02 1.109 1.634 .6601391> .758 .488E+02 1.266 1.682 .6401392> .821 .534E+02 1.417 1.719 .6301393> .884 .579E+02 1.558 1.744 .6201394> .947 .621E+02 1.683 1.757 .6101395> 1.011 .659E+02 1.785 1.756 .6101396> 1.074 .692E+02 1.855 1.738 .6201397> 1.137 .718E+02 1.876 1.693 .6401398> 1.200 .733E+02 1.745 1.543 .7001399> <---- hydrograph ----> <-pipe / channel->01400> AREA QPEAK TPEAK R.V. MAX DEPTH MAX VEL01401> (ha) (cms) (hrs) (mm) (m) (m/s)01402> INFLOW : ID= 6:500 7.55 .180 1.52 9.181 .259 .99101403> OUTFLOW: ID= 1:500pip 7.55 .177 1.53 9.181 .258 .98901404> 01405> 01406> --------------------------------------------------------------------------------01407> 001:0017------------------------------------------------------------------------01408> ----------------------01409> | CALIB STANDHYD | Area (ha)= .5401410> | 02:505 DT= 1.00 | Total Imp(%)= 50.00 Dir. Conn.(%)= 50.0001411> ----------------------01412> IMPERVIOUS PERVIOUS (i)01413> Surface Area (ha)= .27 .2701414> Dep. Storage (mm)= .80 5.0001415> Average Slope (%)= 2.00 2.0001416> Length (m)= 60.00 40.0001417> Mannings n = .013 .15001418> 01419> Max.eff.Inten.(mm/hr)= 41.67 2.3701420> over (min) 2.00 25.0001421> Storage Coeff. (min)= 2.17 (ii) 25.37 (ii)01422> Unit Hyd. Tpeak (min)= 2.00 25.0001423> Unit Hyd. peak (cms)= .53 .0401424> *TOTALS*01425> PEAK FLOW (cms)= .03 .00 .031 (iii)01426> TIME TO PEAK (hrs)= 1.50 2.07 1.50001427> RUNOFF VOLUME (mm)= 24.22 2.87 13.54801428> TOTAL RAINFALL (mm)= 25.02 25.02 25.02301429> RUNOFF COEFFICIENT = .97 .11 .54101430>



01431> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01432> CN* = 68.0 Ia = Dep. Storage (Above)01433> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01434> THAN THE STORAGE COEFFICIENT.01435> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01436> 01437> --------------------------------------------------------------------------------01438> 001:0018------------------------------------------------------------------------01439> ------------------------01440> | ADD HYD (tribwestpo) | ID: NHYD AREA QPEAK TPEAK R.V. DWF01441> ------------------------ (ha) (cms) (hrs) (mm) (cms)01442> ID1 01:500pipe 7.55 .177 1.53 9.18 .000 01443> +ID2 02:505 .54 .031 1.50 13.55 .000 01444> ===========================================================01445> SUM 03:tribwestpo 8.09 .203 1.52 9.48 .000 01446> 01447> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.01448> 01449> --------------------------------------------------------------------------------01450> 001:0019------------------------------------------------------------------------01451> ---------------------01452> | ROUTE RESERVOIR | Requested routing time step = 1.0 min.01453> | IN>03:(tribwe) |01454> | OUT<02:(westpo) | ========= OUTLFOW STORAGE TABLE =========01455> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01456> (cms) (ha.m.) | (cms) (ha.m.)01457> .000 .0000E+00 | .060 .2089E+0001458> .006 .1670E-01 | .065 .2353E+0001459> .007 .3440E-01 | .069 .2626E+0001460> .008 .5290E-01 | .074 .2911E+0001461> .008 .7230E-01 | .078 .3206E+0001462> .009 .9260E-01 | .086 .3830E+0001463> .033 .1139E+00 | .170 .4160E+0001464> .041 .1362E+00 | .322 .4501E+0001465> .048 .1594E+00 | 1.055 .4854E+0001466> .054 .1837E+00 | .000 .0000E+0001467> 01468> ROUTING RESULTS AREA QPEAK TPEAK R.V.01469> -------------------- (ha) (cms) (hrs) (mm)01470> INFLOW >03: (tribwe) 8.09 .203 1.517 9.48401471> OUTFLOW<02: (westpo) 8.09 .008 4.450 9.48401472> 01473> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.03901474> TIME SHIFT OF PEAK FLOW (min)= 176.0001475> MAXIMUM STORAGE USED (ha.m.)=.6717E-0101476> 01477> --------------------------------------------------------------------------------01478> 001:0020------------------------------------------------------------------------01479> --------------------01480> | PRINT HYD | AREA (ha)= 8.09001481> | ID=02 (westpo) | QPEAK (cms)= .008 (i)01482> | DT= 1.00 PCYC= 1 | TPEAK (hrs)= 4.45001483> -------------------- VOLUME (mm)= 9.48401484> 01485> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01486> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW01487> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms01488> .00 .000| 14.83 .007| 29.67 .003| 44.50 .000| 59.33 .00001489> .02 .000| 14.85 .007| 29.68 .003| 44.52 .000| 59.35 .00001490> .03 .000| 14.87 .007| 29.70 .003| 44.53 .000| 59.37 .00001491> .05 .000| 14.88 .007| 29.72 .003| 44.55 .000| 59.38 .00001492> .07 .000| 14.90 .007| 29.73 .003| 44.57 .000| 59.40 .00001493> .08 .000| 14.92 .007| 29.75 .003| 44.58 .000| 59.42 .00001494> .10 .000| 14.93 .007| 29.77 .003| 44.60 .000| 59.43 .00001495> .12 .000| 14.95 .007| 29.78 .003| 44.62 .000| 59.45 .000



01496> .13 .000| 14.97 .007| 29.80 .003| 44.63 .000| 59.47 .00001497> .15 .000| 14.98 .007| 29.82 .003| 44.65 .000| 59.48 .00001498> .17 .000| 15.00 .007| 29.83 .003| 44.67 .000| 59.50 .00001499> .18 .000| 15.02 .007| 29.85 .003| 44.68 .000| 59.52 .00001500> .20 .000| 15.03 .007| 29.87 .003| 44.70 .000| 59.53 .00001501> .22 .000| 15.05 .007| 29.88 .003| 44.72 .000| 59.55 .00001502> .23 .000| 15.07 .007| 29.90 .003| 44.73 .000| 59.57 .00001503> .25 .000| 15.08 .007| 29.92 .003| 44.75 .000| 59.58 .00001504> .27 .000| 15.10 .007| 29.93 .003| 44.77 .000| 59.60 .00001505> .28 .000| 15.12 .007| 29.95 .003| 44.78 .000| 59.62 .00001506> .30 .000| 15.13 .007| 29.97 .003| 44.80 .000| 59.63 .00001507> .32 .000| 15.15 .007| 29.98 .003| 44.82 .000| 59.65 .00001508> .33 .000| 15.17 .007| 30.00 .003| 44.83 .000| 59.67 .00001509> .35 .000| 15.18 .007| 30.02 .003| 44.85 .000| 59.68 .00001510> .37 .000| 15.20 .007| 30.03 .003| 44.87 .000| 59.70 .00001511> .38 .000| 15.22 .007| 30.05 .003| 44.88 .000| 59.72 .00001512> .40 .000| 15.23 .007| 30.07 .003| 44.90 .000| 59.73 .00001513> .42 .000| 15.25 .007| 30.08 .003| 44.92 .000| 59.75 .00001514> .43 .000| 15.27 .007| 30.10 .003| 44.93 .000| 59.77 .00001515> .45 .000| 15.28 .007| 30.12 .003| 44.95 .000| 59.78 .00001516> .47 .000| 15.30 .007| 30.13 .003| 44.97 .000| 59.80 .00001517> .48 .000| 15.32 .007| 30.15 .003| 44.98 .000| 59.82 .00001518> .50 .000| 15.33 .007| 30.17 .003| 45.00 .000| 59.83 .00001519> .52 .000| 15.35 .007| 30.18 .003| 45.02 .000| 59.85 .00001520> .53 .000| 15.37 .007| 30.20 .003| 45.03 .000| 59.87 .00001521> .55 .000| 15.38 .007| 30.22 .003| 45.05 .000| 59.88 .00001522> .57 .000| 15.40 .007| 30.23 .003| 45.07 .000| 59.90 .00001523> .58 .000| 15.42 .007| 30.25 .003| 45.08 .000| 59.92 .00001524> .60 .000| 15.43 .007| 30.27 .003| 45.10 .000| 59.93 .00001525> .62 .000| 15.45 .007| 30.28 .003| 45.12 .000| 59.95 .00001526> .63 .000| 15.47 .007| 30.30 .003| 45.13 .000| 59.97 .00001527> .65 .000| 15.48 .007| 30.32 .003| 45.15 .000| 59.98 .00001528> .67 .000| 15.50 .007| 30.33 .003| 45.17 .000| 60.00 .00001529> .68 .000| 15.52 .007| 30.35 .003| 45.18 .000| 60.02 .00001530> .70 .000| 15.53 .007| 30.37 .003| 45.20 .000| 60.03 .00001531> .72 .000| 15.55 .007| 30.38 .003| 45.22 .000| 60.05 .00001532> .73 .000| 15.57 .007| 30.40 .003| 45.23 .000| 60.07 .00001533> .75 .001| 15.58 .007| 30.42 .003| 45.25 .000| 60.08 .00001534> .77 .001| 15.60 .007| 30.43 .003| 45.27 .000| 60.10 .00001535> .78 .001| 15.62 .007| 30.45 .003| 45.28 .000| 60.12 .00001536> .80 .001| 15.63 .007| 30.47 .003| 45.30 .000| 60.13 .00001537> .82 .001| 15.65 .007| 30.48 .003| 45.32 .000| 60.15 .00001538> .83 .001| 15.67 .007| 30.50 .003| 45.33 .000| 60.17 .00001539> .85 .001| 15.68 .007| 30.52 .003| 45.35 .000| 60.18 .00001540> .87 .001| 15.70 .007| 30.53 .003| 45.37 .000| 60.20 .00001541> .88 .001| 15.72 .007| 30.55 .003| 45.38 .000| 60.22 .00001542> .90 .001| 15.73 .007| 30.57 .003| 45.40 .000| 60.23 .00001543> .92 .001| 15.75 .007| 30.58 .003| 45.42 .000| 60.25 .00001544> .93 .001| 15.77 .007| 30.60 .003| 45.43 .000| 60.27 .00001545> .95 .001| 15.78 .007| 30.62 .003| 45.45 .000| 60.28 .00001546> .97 .001| 15.80 .007| 30.63 .003| 45.47 .000| 60.30 .00001547> .98 .001| 15.82 .007| 30.65 .003| 45.48 .000| 60.32 .00001548> 1.00 .001| 15.83 .007| 30.67 .003| 45.50 .000| 60.33 .00001549> 1.02 .001| 15.85 .007| 30.68 .003| 45.52 .000| 60.35 .00001550> 1.03 .001| 15.87 .007| 30.70 .003| 45.53 .000| 60.37 .00001551> 1.05 .001| 15.88 .007| 30.72 .003| 45.55 .000| 60.38 .00001552> 1.07 .001| 15.90 .007| 30.73 .003| 45.57 .000| 60.40 .00001553> 1.08 .001| 15.92 .007| 30.75 .003| 45.58 .000| 60.42 .00001554> 1.10 .001| 15.93 .007| 30.77 .003| 45.60 .000| 60.43 .00001555> 1.12 .001| 15.95 .007| 30.78 .003| 45.62 .000| 60.45 .00001556> 1.13 .002| 15.97 .007| 30.80 .003| 45.63 .000| 60.47 .00001557> 1.15 .002| 15.98 .007| 30.82 .003| 45.65 .000| 60.48 .00001558> 1.17 .002| 16.00 .007| 30.83 .003| 45.67 .000| 60.50 .00001559> 1.18 .002| 16.02 .007| 30.85 .003| 45.68 .000| 60.52 .00001560> 1.20 .002| 16.03 .007| 30.87 .003| 45.70 .000| 60.53 .000



01561> 1.22 .002| 16.05 .007| 30.88 .003| 45.72 .000| 60.55 .00001562> 1.23 .002| 16.07 .007| 30.90 .003| 45.73 .000| 60.57 .00001563> 1.25 .002| 16.08 .007| 30.92 .003| 45.75 .000| 60.58 .00001564> 1.27 .002| 16.10 .007| 30.93 .003| 45.77 .000| 60.60 .00001565> 1.28 .002| 16.12 .007| 30.95 .003| 45.78 .000| 60.62 .00001566> 1.30 .002| 16.13 .007| 30.97 .003| 45.80 .000| 60.63 .00001567> 1.32 .002| 16.15 .007| 30.98 .003| 45.82 .000| 60.65 .00001568> 1.33 .003| 16.17 .007| 31.00 .003| 45.83 .000| 60.67 .00001569> 1.35 .003| 16.18 .007| 31.02 .003| 45.85 .000| 60.68 .00001570> 1.37 .003| 16.20 .007| 31.03 .003| 45.87 .000| 60.70 .00001571> 1.38 .003| 16.22 .007| 31.05 .003| 45.88 .000| 60.72 .00001572> 1.40 .003| 16.23 .007| 31.07 .003| 45.90 .000| 60.73 .00001573> 1.42 .003| 16.25 .007| 31.08 .003| 45.92 .000| 60.75 .00001574> 1.43 .004| 16.27 .007| 31.10 .003| 45.93 .000| 60.77 .00001575> 1.45 .004| 16.28 .007| 31.12 .003| 45.95 .000| 60.78 .00001576> 1.47 .004| 16.30 .007| 31.13 .003| 45.97 .000| 60.80 .00001577> 1.48 .005| 16.32 .007| 31.15 .003| 45.98 .000| 60.82 .00001578> 1.50 .005| 16.33 .007| 31.17 .003| 46.00 .000| 60.83 .00001579> 1.52 .006| 16.35 .007| 31.18 .003| 46.02 .000| 60.85 .00001580> 1.53 .006| 16.37 .007| 31.20 .003| 46.03 .000| 60.87 .00001581> 1.55 .006| 16.38 .007| 31.22 .003| 46.05 .000| 60.88 .00001582> 1.57 .006| 16.40 .007| 31.23 .003| 46.07 .000| 60.90 .00001583> 1.58 .006| 16.42 .007| 31.25 .003| 46.08 .000| 60.92 .00001584> 1.60 .006| 16.43 .007| 31.27 .003| 46.10 .000| 60.93 .00001585> 1.62 .006| 16.45 .007| 31.28 .003| 46.12 .000| 60.95 .00001586> 1.63 .006| 16.47 .007| 31.30 .003| 46.13 .000| 60.97 .00001587> 1.65 .006| 16.48 .007| 31.32 .003| 46.15 .000| 60.98 .00001588> 1.67 .006| 16.50 .007| 31.33 .003| 46.17 .000| 61.00 .00001589> 1.68 .006| 16.52 .007| 31.35 .003| 46.18 .000| 61.02 .00001590> 1.70 .006| 16.53 .007| 31.37 .003| 46.20 .000| 61.03 .00001591> 1.72 .006| 16.55 .007| 31.38 .003| 46.22 .000| 61.05 .00001592> 1.73 .007| 16.57 .007| 31.40 .003| 46.23 .000| 61.07 .00001593> 1.75 .007| 16.58 .007| 31.42 .003| 46.25 .000| 61.08 .00001594> 1.77 .007| 16.60 .007| 31.43 .002| 46.27 .000| 61.10 .00001595> 1.78 .007| 16.62 .007| 31.45 .002| 46.28 .000| 61.12 .00001596> 1.80 .007| 16.63 .007| 31.47 .002| 46.30 .000| 61.13 .00001597> 1.82 .007| 16.65 .007| 31.48 .002| 46.32 .000| 61.15 .00001598> 1.83 .007| 16.67 .007| 31.50 .002| 46.33 .000| 61.17 .00001599> 1.85 .007| 16.68 .007| 31.52 .002| 46.35 .000| 61.18 .00001600> 1.87 .007| 16.70 .007| 31.53 .002| 46.37 .000| 61.20 .00001601> 1.88 .007| 16.72 .007| 31.55 .002| 46.38 .000| 61.22 .00001602> 1.90 .007| 16.73 .007| 31.57 .002| 46.40 .000| 61.23 .00001603> 1.92 .007| 16.75 .007| 31.58 .002| 46.42 .000| 61.25 .00001604> 1.93 .007| 16.77 .007| 31.60 .002| 46.43 .000| 61.27 .00001605> 1.95 .007| 16.78 .007| 31.62 .002| 46.45 .000| 61.28 .00001606> 1.97 .007| 16.80 .007| 31.63 .002| 46.47 .000| 61.30 .00001607> 1.98 .007| 16.82 .007| 31.65 .002| 46.48 .000| 61.32 .00001608> 2.00 .007| 16.83 .007| 31.67 .002| 46.50 .000| 61.33 .00001609> 2.02 .007| 16.85 .007| 31.68 .002| 46.52 .000| 61.35 .00001610> 2.03 .007| 16.87 .007| 31.70 .002| 46.53 .000| 61.37 .00001611> 2.05 .007| 16.88 .007| 31.72 .002| 46.55 .000| 61.38 .00001612> 2.07 .007| 16.90 .007| 31.73 .002| 46.57 .000| 61.40 .00001613> 2.08 .007| 16.92 .007| 31.75 .002| 46.58 .000| 61.42 .00001614> 2.10 .007| 16.93 .007| 31.77 .002| 46.60 .000| 61.43 .00001615> 2.12 .007| 16.95 .007| 31.78 .002| 46.62 .000| 61.45 .00001616> 2.13 .007| 16.97 .007| 31.80 .002| 46.63 .000| 61.47 .00001617> 2.15 .007| 16.98 .007| 31.82 .002| 46.65 .000| 61.48 .00001618> 2.17 .007| 17.00 .007| 31.83 .002| 46.67 .000| 61.50 .00001619> 2.18 .007| 17.02 .007| 31.85 .002| 46.68 .000| 61.52 .00001620> 2.20 .007| 17.03 .007| 31.87 .002| 46.70 .000| 61.53 .00001621> 2.22 .007| 17.05 .007| 31.88 .002| 46.72 .000| 61.55 .00001622> 2.23 .007| 17.07 .007| 31.90 .002| 46.73 .000| 61.57 .00001623> 2.25 .007| 17.08 .007| 31.92 .002| 46.75 .000| 61.58 .00001624> 2.27 .007| 17.10 .007| 31.93 .002| 46.77 .000| 61.60 .00001625> 2.28 .007| 17.12 .007| 31.95 .002| 46.78 .000| 61.62 .000



01626> 2.30 .007| 17.13 .007| 31.97 .002| 46.80 .000| 61.63 .00001627> 2.32 .007| 17.15 .007| 31.98 .002| 46.82 .000| 61.65 .00001628> 2.33 .007| 17.17 .007| 32.00 .002| 46.83 .000| 61.67 .00001629> 2.35 .007| 17.18 .007| 32.02 .002| 46.85 .000| 61.68 .00001630> 2.37 .007| 17.20 .007| 32.03 .002| 46.87 .000| 61.70 .00001631> 2.38 .007| 17.22 .007| 32.05 .002| 46.88 .000| 61.72 .00001632> 2.40 .007| 17.23 .007| 32.07 .002| 46.90 .000| 61.73 .00001633> 2.42 .007| 17.25 .007| 32.08 .002| 46.92 .000| 61.75 .00001634> 2.43 .007| 17.27 .007| 32.10 .002| 46.93 .000| 61.77 .00001635> 2.45 .007| 17.28 .007| 32.12 .002| 46.95 .000| 61.78 .00001636> 2.47 .007| 17.30 .007| 32.13 .002| 46.97 .000| 61.80 .00001637> 2.48 .007| 17.32 .007| 32.15 .002| 46.98 .000| 61.82 .00001638> 2.50 .007| 17.33 .007| 32.17 .002| 47.00 .000| 61.83 .00001639> 2.52 .007| 17.35 .007| 32.18 .002| 47.02 .000| 61.85 .00001640> 2.53 .007| 17.37 .007| 32.20 .002| 47.03 .000| 61.87 .00001641> 2.55 .007| 17.38 .007| 32.22 .002| 47.05 .000| 61.88 .00001642> 2.57 .007| 17.40 .007| 32.23 .002| 47.07 .000| 61.90 .00001643> 2.58 .007| 17.42 .007| 32.25 .002| 47.08 .000| 61.92 .00001644> 2.60 .008| 17.43 .007| 32.27 .002| 47.10 .000| 61.93 .00001645> 2.62 .008| 17.45 .007| 32.28 .002| 47.12 .000| 61.95 .00001646> 2.63 .008| 17.47 .007| 32.30 .002| 47.13 .000| 61.97 .00001647> 2.65 .008| 17.48 .007| 32.32 .002| 47.15 .000| 61.98 .00001648> 2.67 .008| 17.50 .007| 32.33 .002| 47.17 .000| 62.00 .00001649> 2.68 .008| 17.52 .007| 32.35 .002| 47.18 .000| 62.02 .00001650> 2.70 .008| 17.53 .007| 32.37 .002| 47.20 .000| 62.03 .00001651> 2.72 .008| 17.55 .007| 32.38 .002| 47.22 .000| 62.05 .00001652> 2.73 .008| 17.57 .007| 32.40 .002| 47.23 .000| 62.07 .00001653> 2.75 .008| 17.58 .007| 32.42 .002| 47.25 .000| 62.08 .00001654> 2.77 .008| 17.60 .007| 32.43 .002| 47.27 .000| 62.10 .00001655> 2.78 .008| 17.62 .007| 32.45 .002| 47.28 .000| 62.12 .00001656> 2.80 .008| 17.63 .007| 32.47 .002| 47.30 .000| 62.13 .00001657> 2.82 .008| 17.65 .007| 32.48 .002| 47.32 .000| 62.15 .00001658> 2.83 .008| 17.67 .007| 32.50 .002| 47.33 .000| 62.17 .00001659> 2.85 .008| 17.68 .007| 32.52 .002| 47.35 .000| 62.18 .00001660> 2.87 .008| 17.70 .007| 32.53 .002| 47.37 .000| 62.20 .00001661> 2.88 .008| 17.72 .007| 32.55 .002| 47.38 .000| 62.22 .00001662> 2.90 .008| 17.73 .007| 32.57 .002| 47.40 .000| 62.23 .00001663> 2.92 .008| 17.75 .007| 32.58 .002| 47.42 .000| 62.25 .00001664> 2.93 .008| 17.77 .007| 32.60 .002| 47.43 .000| 62.27 .00001665> 2.95 .008| 17.78 .007| 32.62 .002| 47.45 .000| 62.28 .00001666> 2.97 .008| 17.80 .007| 32.63 .002| 47.47 .000| 62.30 .00001667> 2.98 .008| 17.82 .007| 32.65 .002| 47.48 .000| 62.32 .00001668> 3.00 .008| 17.83 .007| 32.67 .002| 47.50 .000| 62.33 .00001669> 3.02 .008| 17.85 .007| 32.68 .002| 47.52 .000| 62.35 .00001670> 3.03 .008| 17.87 .007| 32.70 .002| 47.53 .000| 62.37 .00001671> 3.05 .008| 17.88 .007| 32.72 .002| 47.55 .000| 62.38 .00001672> 3.07 .008| 17.90 .007| 32.73 .002| 47.57 .000| 62.40 .00001673> 3.08 .008| 17.92 .007| 32.75 .002| 47.58 .000| 62.42 .00001674> 3.10 .008| 17.93 .007| 32.77 .002| 47.60 .000| 62.43 .00001675> 3.12 .008| 17.95 .007| 32.78 .002| 47.62 .000| 62.45 .00001676> 3.13 .008| 17.97 .007| 32.80 .002| 47.63 .000| 62.47 .00001677> 3.15 .008| 17.98 .007| 32.82 .002| 47.65 .000| 62.48 .00001678> 3.17 .008| 18.00 .007| 32.83 .002| 47.67 .000| 62.50 .00001679> 3.18 .008| 18.02 .007| 32.85 .002| 47.68 .000| 62.52 .00001680> 3.20 .008| 18.03 .007| 32.87 .002| 47.70 .000| 62.53 .00001681> 3.22 .008| 18.05 .007| 32.88 .002| 47.72 .000| 62.55 .00001682> 3.23 .008| 18.07 .007| 32.90 .002| 47.73 .000| 62.57 .00001683> 3.25 .008| 18.08 .007| 32.92 .002| 47.75 .000| 62.58 .00001684> 3.27 .008| 18.10 .007| 32.93 .002| 47.77 .000| 62.60 .00001685> 3.28 .008| 18.12 .007| 32.95 .002| 47.78 .000| 62.62 .00001686> 3.30 .008| 18.13 .007| 32.97 .002| 47.80 .000| 62.63 .00001687> 3.32 .008| 18.15 .007| 32.98 .002| 47.82 .000| 62.65 .00001688> 3.33 .008| 18.17 .007| 33.00 .002| 47.83 .000| 62.67 .00001689> 3.35 .008| 18.18 .007| 33.02 .002| 47.85 .000| 62.68 .00001690> 3.37 .008| 18.20 .007| 33.03 .002| 47.87 .000| 62.70 .000



01691> 3.38 .008| 18.22 .007| 33.05 .002| 47.88 .000| 62.72 .00001692> 3.40 .008| 18.23 .007| 33.07 .002| 47.90 .000| 62.73 .00001693> 3.42 .008| 18.25 .007| 33.08 .002| 47.92 .000| 62.75 .00001694> 3.43 .008| 18.27 .007| 33.10 .002| 47.93 .000| 62.77 .00001695> 3.45 .008| 18.28 .007| 33.12 .002| 47.95 .000| 62.78 .00001696> 3.47 .008| 18.30 .007| 33.13 .002| 47.97 .000| 62.80 .00001697> 3.48 .008| 18.32 .007| 33.15 .002| 47.98 .000| 62.82 .00001698> 3.50 .008| 18.33 .007| 33.17 .002| 48.00 .000| 62.83 .00001699> 3.52 .008| 18.35 .007| 33.18 .002| 48.02 .000| 62.85 .00001700> 3.53 .008| 18.37 .007| 33.20 .002| 48.03 .000| 62.87 .00001701> 3.55 .008| 18.38 .007| 33.22 .002| 48.05 .000| 62.88 .00001702> 3.57 .008| 18.40 .007| 33.23 .002| 48.07 .000| 62.90 .00001703> 3.58 .008| 18.42 .007| 33.25 .002| 48.08 .000| 62.92 .00001704> 3.60 .008| 18.43 .007| 33.27 .002| 48.10 .000| 62.93 .00001705> 3.62 .008| 18.45 .007| 33.28 .002| 48.12 .000| 62.95 .00001706> 3.63 .008| 18.47 .007| 33.30 .002| 48.13 .000| 62.97 .00001707> 3.65 .008| 18.48 .007| 33.32 .002| 48.15 .000| 62.98 .00001708> 3.67 .008| 18.50 .007| 33.33 .002| 48.17 .000| 63.00 .00001709> 3.68 .008| 18.52 .007| 33.35 .002| 48.18 .000| 63.02 .00001710> 3.70 .008| 18.53 .007| 33.37 .002| 48.20 .000| 63.03 .00001711> 3.72 .008| 18.55 .007| 33.38 .002| 48.22 .000| 63.05 .00001712> 3.73 .008| 18.57 .007| 33.40 .002| 48.23 .000| 63.07 .00001713> 3.75 .008| 18.58 .007| 33.42 .002| 48.25 .000| 63.08 .00001714> 3.77 .008| 18.60 .007| 33.43 .002| 48.27 .000| 63.10 .00001715> 3.78 .008| 18.62 .007| 33.45 .002| 48.28 .000| 63.12 .00001716> 3.80 .008| 18.63 .007| 33.47 .002| 48.30 .000| 63.13 .00001717> 3.82 .008| 18.65 .007| 33.48 .002| 48.32 .000| 63.15 .00001718> 3.83 .008| 18.67 .007| 33.50 .002| 48.33 .000| 63.17 .00001719> 3.85 .008| 18.68 .007| 33.52 .002| 48.35 .000| 63.18 .00001720> 3.87 .008| 18.70 .007| 33.53 .002| 48.37 .000| 63.20 .00001721> 3.88 .008| 18.72 .007| 33.55 .002| 48.38 .000| 63.22 .00001722> 3.90 .008| 18.73 .007| 33.57 .002| 48.40 .000| 63.23 .00001723> 3.92 .008| 18.75 .007| 33.58 .002| 48.42 .000| 63.25 .00001724> 3.93 .008| 18.77 .007| 33.60 .002| 48.43 .000| 63.27 .00001725> 3.95 .008| 18.78 .007| 33.62 .002| 48.45 .000| 63.28 .00001726> 3.97 .008| 18.80 .007| 33.63 .002| 48.47 .000| 63.30 .00001727> 3.98 .008| 18.82 .007| 33.65 .002| 48.48 .000| 63.32 .00001728> 4.00 .008| 18.83 .007| 33.67 .002| 48.50 .000| 63.33 .00001729> 4.02 .008| 18.85 .007| 33.68 .002| 48.52 .000| 63.35 .00001730> 4.03 .008| 18.87 .007| 33.70 .002| 48.53 .000| 63.37 .00001731> 4.05 .008| 18.88 .007| 33.72 .002| 48.55 .000| 63.38 .00001732> 4.07 .008| 18.90 .007| 33.73 .002| 48.57 .000| 63.40 .00001733> 4.08 .008| 18.92 .007| 33.75 .002| 48.58 .000| 63.42 .00001734> 4.10 .008| 18.93 .007| 33.77 .002| 48.60 .000| 63.43 .00001735> 4.12 .008| 18.95 .007| 33.78 .002| 48.62 .000| 63.45 .00001736> 4.13 .008| 18.97 .007| 33.80 .002| 48.63 .000| 63.47 .00001737> 4.15 .008| 18.98 .007| 33.82 .002| 48.65 .000| 63.48 .00001738> 4.17 .008| 19.00 .007| 33.83 .002| 48.67 .000| 63.50 .00001739> 4.18 .008| 19.02 .007| 33.85 .002| 48.68 .000| 63.52 .00001740> 4.20 .008| 19.03 .007| 33.87 .002| 48.70 .000| 63.53 .00001741> 4.22 .008| 19.05 .007| 33.88 .002| 48.72 .000| 63.55 .00001742> 4.23 .008| 19.07 .007| 33.90 .002| 48.73 .000| 63.57 .00001743> 4.25 .008| 19.08 .007| 33.92 .002| 48.75 .000| 63.58 .00001744> 4.27 .008| 19.10 .007| 33.93 .002| 48.77 .000| 63.60 .00001745> 4.28 .008| 19.12 .007| 33.95 .002| 48.78 .000| 63.62 .00001746> 4.30 .008| 19.13 .007| 33.97 .002| 48.80 .000| 63.63 .00001747> 4.32 .008| 19.15 .007| 33.98 .002| 48.82 .000| 63.65 .00001748> 4.33 .008| 19.17 .007| 34.00 .002| 48.83 .000| 63.67 .00001749> 4.35 .008| 19.18 .007| 34.02 .002| 48.85 .000| 63.68 .00001750> 4.37 .008| 19.20 .007| 34.03 .002| 48.87 .000| 63.70 .00001751> 4.38 .008| 19.22 .007| 34.05 .002| 48.88 .000| 63.72 .00001752> 4.40 .008| 19.23 .007| 34.07 .002| 48.90 .000| 63.73 .00001753> 4.42 .008| 19.25 .007| 34.08 .002| 48.92 .000| 63.75 .00001754> 4.43 .008| 19.27 .007| 34.10 .002| 48.93 .000| 63.77 .00001755> 4.45 .008| 19.28 .007| 34.12 .002| 48.95 .000| 63.78 .000



01756> 4.47 .008| 19.30 .007| 34.13 .002| 48.97 .000| 63.80 .00001757> 4.48 .008| 19.32 .007| 34.15 .002| 48.98 .000| 63.82 .00001758> 4.50 .008| 19.33 .007| 34.17 .002| 49.00 .000| 63.83 .00001759> 4.52 .008| 19.35 .007| 34.18 .002| 49.02 .000| 63.85 .00001760> 4.53 .008| 19.37 .007| 34.20 .002| 49.03 .000| 63.87 .00001761> 4.55 .008| 19.38 .007| 34.22 .002| 49.05 .000| 63.88 .00001762> 4.57 .008| 19.40 .007| 34.23 .002| 49.07 .000| 63.90 .00001763> 4.58 .008| 19.42 .007| 34.25 .002| 49.08 .000| 63.92 .00001764> 4.60 .008| 19.43 .007| 34.27 .002| 49.10 .000| 63.93 .00001765> 4.62 .008| 19.45 .007| 34.28 .002| 49.12 .000| 63.95 .00001766> 4.63 .008| 19.47 .007| 34.30 .002| 49.13 .000| 63.97 .00001767> 4.65 .008| 19.48 .007| 34.32 .002| 49.15 .000| 63.98 .00001768> 4.67 .008| 19.50 .007| 34.33 .002| 49.17 .000| 64.00 .00001769> 4.68 .008| 19.52 .007| 34.35 .002| 49.18 .000| 64.02 .00001770> 4.70 .008| 19.53 .007| 34.37 .002| 49.20 .000| 64.03 .00001771> 4.72 .008| 19.55 .007| 34.38 .002| 49.22 .000| 64.05 .00001772> 4.73 .008| 19.57 .007| 34.40 .002| 49.23 .000| 64.07 .00001773> 4.75 .008| 19.58 .007| 34.42 .002| 49.25 .000| 64.08 .00001774> 4.77 .008| 19.60 .007| 34.43 .002| 49.27 .000| 64.10 .00001775> 4.78 .008| 19.62 .007| 34.45 .002| 49.28 .000| 64.12 .00001776> 4.80 .008| 19.63 .007| 34.47 .002| 49.30 .000| 64.13 .00001777> 4.82 .008| 19.65 .007| 34.48 .002| 49.32 .000| 64.15 .00001778> 4.83 .008| 19.67 .007| 34.50 .002| 49.33 .000| 64.17 .00001779> 4.85 .008| 19.68 .007| 34.52 .002| 49.35 .000| 64.18 .00001780> 4.87 .008| 19.70 .007| 34.53 .002| 49.37 .000| 64.20 .00001781> 4.88 .008| 19.72 .007| 34.55 .002| 49.38 .000| 64.22 .00001782> 4.90 .008| 19.73 .007| 34.57 .002| 49.40 .000| 64.23 .00001783> 4.92 .008| 19.75 .006| 34.58 .002| 49.42 .000| 64.25 .00001784> 4.93 .008| 19.77 .006| 34.60 .002| 49.43 .000| 64.27 .00001785> 4.95 .008| 19.78 .006| 34.62 .002| 49.45 .000| 64.28 .00001786> 4.97 .008| 19.80 .006| 34.63 .002| 49.47 .000| 64.30 .00001787> 4.98 .008| 19.82 .006| 34.65 .002| 49.48 .000| 64.32 .00001788> 5.00 .008| 19.83 .006| 34.67 .002| 49.50 .000| 64.33 .00001789> 5.02 .008| 19.85 .006| 34.68 .002| 49.52 .000| 64.35 .00001790> 5.03 .008| 19.87 .006| 34.70 .002| 49.53 .000| 64.37 .00001791> 5.05 .008| 19.88 .006| 34.72 .002| 49.55 .000| 64.38 .00001792> 5.07 .008| 19.90 .006| 34.73 .002| 49.57 .000| 64.40 .00001793> 5.08 .008| 19.92 .006| 34.75 .002| 49.58 .000| 64.42 .00001794> 5.10 .008| 19.93 .006| 34.77 .002| 49.60 .000| 64.43 .00001795> 5.12 .008| 19.95 .006| 34.78 .002| 49.62 .000| 64.45 .00001796> 5.13 .008| 19.97 .006| 34.80 .002| 49.63 .000| 64.47 .00001797> 5.15 .008| 19.98 .006| 34.82 .002| 49.65 .000| 64.48 .00001798> 5.17 .008| 20.00 .006| 34.83 .002| 49.67 .000| 64.50 .00001799> 5.18 .008| 20.02 .006| 34.85 .002| 49.68 .000| 64.52 .00001800> 5.20 .008| 20.03 .006| 34.87 .002| 49.70 .000| 64.53 .00001801> 5.22 .008| 20.05 .006| 34.88 .002| 49.72 .000| 64.55 .00001802> 5.23 .008| 20.07 .006| 34.90 .002| 49.73 .000| 64.57 .00001803> 5.25 .008| 20.08 .006| 34.92 .002| 49.75 .000| 64.58 .00001804> 5.27 .008| 20.10 .006| 34.93 .002| 49.77 .000| 64.60 .00001805> 5.28 .008| 20.12 .006| 34.95 .002| 49.78 .000| 64.62 .00001806> 5.30 .008| 20.13 .006| 34.97 .002| 49.80 .000| 64.63 .00001807> 5.32 .008| 20.15 .006| 34.98 .002| 49.82 .000| 64.65 .00001808> 5.33 .008| 20.17 .006| 35.00 .002| 49.83 .000| 64.67 .00001809> 5.35 .008| 20.18 .006| 35.02 .002| 49.85 .000| 64.68 .00001810> 5.37 .008| 20.20 .006| 35.03 .002| 49.87 .000| 64.70 .00001811> 5.38 .008| 20.22 .006| 35.05 .002| 49.88 .000| 64.72 .00001812> 5.40 .008| 20.23 .006| 35.07 .002| 49.90 .000| 64.73 .00001813> 5.42 .008| 20.25 .006| 35.08 .002| 49.92 .000| 64.75 .00001814> 5.43 .008| 20.27 .006| 35.10 .002| 49.93 .000| 64.77 .00001815> 5.45 .008| 20.28 .006| 35.12 .002| 49.95 .000| 64.78 .00001816> 5.47 .008| 20.30 .006| 35.13 .002| 49.97 .000| 64.80 .00001817> 5.48 .008| 20.32 .006| 35.15 .002| 49.98 .000| 64.82 .00001818> 5.50 .008| 20.33 .006| 35.17 .002| 50.00 .000| 64.83 .00001819> 5.52 .008| 20.35 .006| 35.18 .002| 50.02 .000| 64.85 .00001820> 5.53 .008| 20.37 .006| 35.20 .002| 50.03 .000| 64.87 .000



01821> 5.55 .008| 20.38 .006| 35.22 .002| 50.05 .000| 64.88 .00001822> 5.57 .008| 20.40 .006| 35.23 .002| 50.07 .000| 64.90 .00001823> 5.58 .008| 20.42 .006| 35.25 .002| 50.08 .000| 64.92 .00001824> 5.60 .008| 20.43 .006| 35.27 .002| 50.10 .000| 64.93 .00001825> 5.62 .008| 20.45 .006| 35.28 .002| 50.12 .000| 64.95 .00001826> 5.63 .008| 20.47 .006| 35.30 .002| 50.13 .000| 64.97 .00001827> 5.65 .008| 20.48 .006| 35.32 .002| 50.15 .000| 64.98 .00001828> 5.67 .008| 20.50 .006| 35.33 .002| 50.17 .000| 65.00 .00001829> 5.68 .008| 20.52 .006| 35.35 .002| 50.18 .000| 65.02 .00001830> 5.70 .008| 20.53 .006| 35.37 .002| 50.20 .000| 65.03 .00001831> 5.72 .008| 20.55 .006| 35.38 .001| 50.22 .000| 65.05 .00001832> 5.73 .008| 20.57 .006| 35.40 .001| 50.23 .000| 65.07 .00001833> 5.75 .008| 20.58 .006| 35.42 .001| 50.25 .000| 65.08 .00001834> 5.77 .008| 20.60 .006| 35.43 .001| 50.27 .000| 65.10 .00001835> 5.78 .008| 20.62 .006| 35.45 .001| 50.28 .000| 65.12 .00001836> 5.80 .008| 20.63 .006| 35.47 .001| 50.30 .000| 65.13 .00001837> 5.82 .008| 20.65 .006| 35.48 .001| 50.32 .000| 65.15 .00001838> 5.83 .008| 20.67 .006| 35.50 .001| 50.33 .000| 65.17 .00001839> 5.85 .008| 20.68 .006| 35.52 .001| 50.35 .000| 65.18 .00001840> 5.87 .008| 20.70 .006| 35.53 .001| 50.37 .000| 65.20 .00001841> 5.88 .008| 20.72 .006| 35.55 .001| 50.38 .000| 65.22 .00001842> 5.90 .008| 20.73 .006| 35.57 .001| 50.40 .000| 65.23 .00001843> 5.92 .008| 20.75 .006| 35.58 .001| 50.42 .000| 65.25 .00001844> 5.93 .008| 20.77 .006| 35.60 .001| 50.43 .000| 65.27 .00001845> 5.95 .008| 20.78 .006| 35.62 .001| 50.45 .000| 65.28 .00001846> 5.97 .008| 20.80 .006| 35.63 .001| 50.47 .000| 65.30 .00001847> 5.98 .008| 20.82 .006| 35.65 .001| 50.48 .000| 65.32 .00001848> 6.00 .008| 20.83 .006| 35.67 .001| 50.50 .000| 65.33 .00001849> 6.02 .008| 20.85 .006| 35.68 .001| 50.52 .000| 65.35 .00001850> 6.03 .008| 20.87 .006| 35.70 .001| 50.53 .000| 65.37 .00001851> 6.05 .008| 20.88 .006| 35.72 .001| 50.55 .000| 65.38 .00001852> 6.07 .008| 20.90 .006| 35.73 .001| 50.57 .000| 65.40 .00001853> 6.08 .008| 20.92 .006| 35.75 .001| 50.58 .000| 65.42 .00001854> 6.10 .008| 20.93 .006| 35.77 .001| 50.60 .000| 65.43 .00001855> 6.12 .008| 20.95 .006| 35.78 .001| 50.62 .000| 65.45 .00001856> 6.13 .008| 20.97 .006| 35.80 .001| 50.63 .000| 65.47 .00001857> 6.15 .008| 20.98 .006| 35.82 .001| 50.65 .000| 65.48 .00001858> 6.17 .008| 21.00 .006| 35.83 .001| 50.67 .000| 65.50 .00001859> 6.18 .008| 21.02 .006| 35.85 .001| 50.68 .000| 65.52 .00001860> 6.20 .008| 21.03 .006| 35.87 .001| 50.70 .000| 65.53 .00001861> 6.22 .008| 21.05 .006| 35.88 .001| 50.72 .000| 65.55 .00001862> 6.23 .008| 21.07 .006| 35.90 .001| 50.73 .000| 65.57 .00001863> 6.25 .008| 21.08 .006| 35.92 .001| 50.75 .000| 65.58 .00001864> 6.27 .008| 21.10 .006| 35.93 .001| 50.77 .000| 65.60 .00001865> 6.28 .008| 21.12 .006| 35.95 .001| 50.78 .000| 65.62 .00001866> 6.30 .008| 21.13 .006| 35.97 .001| 50.80 .000| 65.63 .00001867> 6.32 .008| 21.15 .006| 35.98 .001| 50.82 .000| 65.65 .00001868> 6.33 .008| 21.17 .006| 36.00 .001| 50.83 .000| 65.67 .00001869> 6.35 .008| 21.18 .006| 36.02 .001| 50.85 .000| 65.68 .00001870> 6.37 .008| 21.20 .006| 36.03 .001| 50.87 .000| 65.70 .00001871> 6.38 .008| 21.22 .006| 36.05 .001| 50.88 .000| 65.72 .00001872> 6.40 .008| 21.23 .006| 36.07 .001| 50.90 .000| 65.73 .00001873> 6.42 .008| 21.25 .006| 36.08 .001| 50.92 .000| 65.75 .00001874> 6.43 .008| 21.27 .006| 36.10 .001| 50.93 .000| 65.77 .00001875> 6.45 .008| 21.28 .006| 36.12 .001| 50.95 .000| 65.78 .00001876> 6.47 .008| 21.30 .006| 36.13 .001| 50.97 .000| 65.80 .00001877> 6.48 .008| 21.32 .006| 36.15 .001| 50.98 .000| 65.82 .00001878> 6.50 .008| 21.33 .006| 36.17 .001| 51.00 .000| 65.83 .00001879> 6.52 .008| 21.35 .006| 36.18 .001| 51.02 .000| 65.85 .00001880> 6.53 .008| 21.37 .006| 36.20 .001| 51.03 .000| 65.87 .00001881> 6.55 .008| 21.38 .006| 36.22 .001| 51.05 .000| 65.88 .00001882> 6.57 .008| 21.40 .006| 36.23 .001| 51.07 .000| 65.90 .00001883> 6.58 .008| 21.42 .006| 36.25 .001| 51.08 .000| 65.92 .00001884> 6.60 .008| 21.43 .006| 36.27 .001| 51.10 .000| 65.93 .00001885> 6.62 .008| 21.45 .006| 36.28 .001| 51.12 .000| 65.95 .000



01886> 6.63 .008| 21.47 .006| 36.30 .001| 51.13 .000| 65.97 .00001887> 6.65 .008| 21.48 .006| 36.32 .001| 51.15 .000| 65.98 .00001888> 6.67 .008| 21.50 .006| 36.33 .001| 51.17 .000| 66.00 .00001889> 6.68 .008| 21.52 .006| 36.35 .001| 51.18 .000| 66.02 .00001890> 6.70 .008| 21.53 .006| 36.37 .001| 51.20 .000| 66.03 .00001891> 6.72 .008| 21.55 .006| 36.38 .001| 51.22 .000| 66.05 .00001892> 6.73 .008| 21.57 .006| 36.40 .001| 51.23 .000| 66.07 .00001893> 6.75 .008| 21.58 .006| 36.42 .001| 51.25 .000| 66.08 .00001894> 6.77 .008| 21.60 .006| 36.43 .001| 51.27 .000| 66.10 .00001895> 6.78 .008| 21.62 .006| 36.45 .001| 51.28 .000| 66.12 .00001896> 6.80 .008| 21.63 .006| 36.47 .001| 51.30 .000| 66.13 .00001897> 6.82 .008| 21.65 .006| 36.48 .001| 51.32 .000| 66.15 .00001898> 6.83 .008| 21.67 .006| 36.50 .001| 51.33 .000| 66.17 .00001899> 6.85 .008| 21.68 .006| 36.52 .001| 51.35 .000| 66.18 .00001900> 6.87 .008| 21.70 .006| 36.53 .001| 51.37 .000| 66.20 .00001901> 6.88 .008| 21.72 .006| 36.55 .001| 51.38 .000| 66.22 .00001902> 6.90 .008| 21.73 .006| 36.57 .001| 51.40 .000| 66.23 .00001903> 6.92 .008| 21.75 .006| 36.58 .001| 51.42 .000| 66.25 .00001904> 6.93 .008| 21.77 .006| 36.60 .001| 51.43 .000| 66.27 .00001905> 6.95 .008| 21.78 .006| 36.62 .001| 51.45 .000| 66.28 .00001906> 6.97 .008| 21.80 .006| 36.63 .001| 51.47 .000| 66.30 .00001907> 6.98 .008| 21.82 .006| 36.65 .001| 51.48 .000| 66.32 .00001908> 7.00 .008| 21.83 .006| 36.67 .001| 51.50 .000| 66.33 .00001909> 7.02 .008| 21.85 .006| 36.68 .001| 51.52 .000| 66.35 .00001910> 7.03 .008| 21.87 .006| 36.70 .001| 51.53 .000| 66.37 .00001911> 7.05 .008| 21.88 .006| 36.72 .001| 51.55 .000| 66.38 .00001912> 7.07 .008| 21.90 .006| 36.73 .001| 51.57 .000| 66.40 .00001913> 7.08 .008| 21.92 .006| 36.75 .001| 51.58 .000| 66.42 .00001914> 7.10 .008| 21.93 .006| 36.77 .001| 51.60 .000| 66.43 .00001915> 7.12 .008| 21.95 .006| 36.78 .001| 51.62 .000| 66.45 .00001916> 7.13 .008| 21.97 .006| 36.80 .001| 51.63 .000| 66.47 .00001917> 7.15 .008| 21.98 .006| 36.82 .001| 51.65 .000| 66.48 .00001918> 7.17 .008| 22.00 .006| 36.83 .001| 51.67 .000| 66.50 .00001919> 7.18 .008| 22.02 .006| 36.85 .001| 51.68 .000| 66.52 .00001920> 7.20 .008| 22.03 .006| 36.87 .001| 51.70 .000| 66.53 .00001921> 7.22 .008| 22.05 .006| 36.88 .001| 51.72 .000| 66.55 .00001922> 7.23 .008| 22.07 .006| 36.90 .001| 51.73 .000| 66.57 .00001923> 7.25 .008| 22.08 .006| 36.92 .001| 51.75 .000| 66.58 .00001924> 7.27 .008| 22.10 .006| 36.93 .001| 51.77 .000| 66.60 .00001925> 7.28 .008| 22.12 .006| 36.95 .001| 51.78 .000| 66.62 .00001926> 7.30 .008| 22.13 .006| 36.97 .001| 51.80 .000| 66.63 .00001927> 7.32 .008| 22.15 .006| 36.98 .001| 51.82 .000| 66.65 .00001928> 7.33 .008| 22.17 .006| 37.00 .001| 51.83 .000| 66.67 .00001929> 7.35 .008| 22.18 .006| 37.02 .001| 51.85 .000| 66.68 .00001930> 7.37 .008| 22.20 .006| 37.03 .001| 51.87 .000| 66.70 .00001931> 7.38 .008| 22.22 .006| 37.05 .001| 51.88 .000| 66.72 .00001932> 7.40 .008| 22.23 .006| 37.07 .001| 51.90 .000| 66.73 .00001933> 7.42 .008| 22.25 .006| 37.08 .001| 51.92 .000| 66.75 .00001934> 7.43 .008| 22.27 .006| 37.10 .001| 51.93 .000| 66.77 .00001935> 7.45 .008| 22.28 .006| 37.12 .001| 51.95 .000| 66.78 .00001936> 7.47 .008| 22.30 .006| 37.13 .001| 51.97 .000| 66.80 .00001937> 7.48 .008| 22.32 .006| 37.15 .001| 51.98 .000| 66.82 .00001938> 7.50 .008| 22.33 .006| 37.17 .001| 52.00 .000| 66.83 .00001939> 7.52 .008| 22.35 .006| 37.18 .001| 52.02 .000| 66.85 .00001940> 7.53 .008| 22.37 .006| 37.20 .001| 52.03 .000| 66.87 .00001941> 7.55 .008| 22.38 .006| 37.22 .001| 52.05 .000| 66.88 .00001942> 7.57 .008| 22.40 .006| 37.23 .001| 52.07 .000| 66.90 .00001943> 7.58 .008| 22.42 .006| 37.25 .001| 52.08 .000| 66.92 .00001944> 7.60 .008| 22.43 .006| 37.27 .001| 52.10 .000| 66.93 .00001945> 7.62 .008| 22.45 .006| 37.28 .001| 52.12 .000| 66.95 .00001946> 7.63 .008| 22.47 .006| 37.30 .001| 52.13 .000| 66.97 .00001947> 7.65 .008| 22.48 .006| 37.32 .001| 52.15 .000| 66.98 .00001948> 7.67 .008| 22.50 .006| 37.33 .001| 52.17 .000| 67.00 .00001949> 7.68 .008| 22.52 .006| 37.35 .001| 52.18 .000| 67.02 .00001950> 7.70 .008| 22.53 .006| 37.37 .001| 52.20 .000| 67.03 .000



01951> 7.72 .008| 22.55 .006| 37.38 .001| 52.22 .000| 67.05 .00001952> 7.73 .008| 22.57 .006| 37.40 .001| 52.23 .000| 67.07 .00001953> 7.75 .008| 22.58 .006| 37.42 .001| 52.25 .000| 67.08 .00001954> 7.77 .008| 22.60 .006| 37.43 .001| 52.27 .000| 67.10 .00001955> 7.78 .008| 22.62 .006| 37.45 .001| 52.28 .000| 67.12 .00001956> 7.80 .008| 22.63 .006| 37.47 .001| 52.30 .000| 67.13 .00001957> 7.82 .008| 22.65 .006| 37.48 .001| 52.32 .000| 67.15 .00001958> 7.83 .008| 22.67 .006| 37.50 .001| 52.33 .000| 67.17 .00001959> 7.85 .008| 22.68 .006| 37.52 .001| 52.35 .000| 67.18 .00001960> 7.87 .008| 22.70 .006| 37.53 .001| 52.37 .000| 67.20 .00001961> 7.88 .008| 22.72 .006| 37.55 .001| 52.38 .000| 67.22 .00001962> 7.90 .008| 22.73 .006| 37.57 .001| 52.40 .000| 67.23 .00001963> 7.92 .008| 22.75 .006| 37.58 .001| 52.42 .000| 67.25 .00001964> 7.93 .008| 22.77 .006| 37.60 .001| 52.43 .000| 67.27 .00001965> 7.95 .008| 22.78 .006| 37.62 .001| 52.45 .000| 67.28 .00001966> 7.97 .008| 22.80 .006| 37.63 .001| 52.47 .000| 67.30 .00001967> 7.98 .008| 22.82 .006| 37.65 .001| 52.48 .000| 67.32 .00001968> 8.00 .008| 22.83 .006| 37.67 .001| 52.50 .000| 67.33 .00001969> 8.02 .008| 22.85 .006| 37.68 .001| 52.52 .000| 67.35 .00001970> 8.03 .008| 22.87 .006| 37.70 .001| 52.53 .000| 67.37 .00001971> 8.05 .008| 22.88 .006| 37.72 .001| 52.55 .000| 67.38 .00001972> 8.07 .008| 22.90 .006| 37.73 .001| 52.57 .000| 67.40 .00001973> 8.08 .008| 22.92 .006| 37.75 .001| 52.58 .000| 67.42 .00001974> 8.10 .008| 22.93 .006| 37.77 .001| 52.60 .000| 67.43 .00001975> 8.12 .008| 22.95 .006| 37.78 .001| 52.62 .000| 67.45 .00001976> 8.13 .008| 22.97 .006| 37.80 .001| 52.63 .000| 67.47 .00001977> 8.15 .008| 22.98 .006| 37.82 .001| 52.65 .000| 67.48 .00001978> 8.17 .008| 23.00 .006| 37.83 .001| 52.67 .000| 67.50 .00001979> 8.18 .008| 23.02 .006| 37.85 .001| 52.68 .000| 67.52 .00001980> 8.20 .008| 23.03 .006| 37.87 .001| 52.70 .000| 67.53 .00001981> 8.22 .008| 23.05 .006| 37.88 .001| 52.72 .000| 67.55 .00001982> 8.23 .008| 23.07 .006| 37.90 .001| 52.73 .000| 67.57 .00001983> 8.25 .008| 23.08 .006| 37.92 .001| 52.75 .000| 67.58 .00001984> 8.27 .008| 23.10 .006| 37.93 .001| 52.77 .000| 67.60 .00001985> 8.28 .008| 23.12 .006| 37.95 .001| 52.78 .000| 67.62 .00001986> 8.30 .008| 23.13 .006| 37.97 .001| 52.80 .000| 67.63 .00001987> 8.32 .008| 23.15 .006| 37.98 .001| 52.82 .000| 67.65 .00001988> 8.33 .008| 23.17 .006| 38.00 .001| 52.83 .000| 67.67 .00001989> 8.35 .008| 23.18 .006| 38.02 .001| 52.85 .000| 67.68 .00001990> 8.37 .008| 23.20 .006| 38.03 .001| 52.87 .000| 67.70 .00001991> 8.38 .008| 23.22 .006| 38.05 .001| 52.88 .000| 67.72 .00001992> 8.40 .008| 23.23 .006| 38.07 .001| 52.90 .000| 67.73 .00001993> 8.42 .008| 23.25 .006| 38.08 .001| 52.92 .000| 67.75 .00001994> 8.43 .008| 23.27 .006| 38.10 .001| 52.93 .000| 67.77 .00001995> 8.45 .008| 23.28 .006| 38.12 .001| 52.95 .000| 67.78 .00001996> 8.47 .008| 23.30 .006| 38.13 .001| 52.97 .000| 67.80 .00001997> 8.48 .008| 23.32 .006| 38.15 .001| 52.98 .000| 67.82 .00001998> 8.50 .008| 23.33 .006| 38.17 .001| 53.00 .000| 67.83 .00001999> 8.52 .008| 23.35 .006| 38.18 .001| 53.02 .000| 67.85 .00002000> 8.53 .008| 23.37 .006| 38.20 .001| 53.03 .000| 67.87 .00002001> 8.55 .008| 23.38 .006| 38.22 .001| 53.05 .000| 67.88 .00002002> 8.57 .008| 23.40 .006| 38.23 .001| 53.07 .000| 67.90 .00002003> 8.58 .008| 23.42 .006| 38.25 .001| 53.08 .000| 67.92 .00002004> 8.60 .008| 23.43 .006| 38.27 .001| 53.10 .000| 67.93 .00002005> 8.62 .008| 23.45 .006| 38.28 .001| 53.12 .000| 67.95 .00002006> 8.63 .008| 23.47 .006| 38.30 .001| 53.13 .000| 67.97 .00002007> 8.65 .008| 23.48 .006| 38.32 .001| 53.15 .000| 67.98 .00002008> 8.67 .008| 23.50 .006| 38.33 .001| 53.17 .000| 68.00 .00002009> 8.68 .008| 23.52 .006| 38.35 .001| 53.18 .000| 68.02 .00002010> 8.70 .008| 23.53 .006| 38.37 .001| 53.20 .000| 68.03 .00002011> 8.72 .008| 23.55 .006| 38.38 .001| 53.22 .000| 68.05 .00002012> 8.73 .008| 23.57 .006| 38.40 .001| 53.23 .000| 68.07 .00002013> 8.75 .008| 23.58 .006| 38.42 .001| 53.25 .000| 68.08 .00002014> 8.77 .008| 23.60 .006| 38.43 .001| 53.27 .000| 68.10 .00002015> 8.78 .008| 23.62 .006| 38.45 .001| 53.28 .000| 68.12 .000



02016> 8.80 .008| 23.63 .006| 38.47 .001| 53.30 .000| 68.13 .00002017> 8.82 .008| 23.65 .006| 38.48 .001| 53.32 .000| 68.15 .00002018> 8.83 .008| 23.67 .006| 38.50 .001| 53.33 .000| 68.17 .00002019> 8.85 .008| 23.68 .006| 38.52 .001| 53.35 .000| 68.18 .00002020> 8.87 .008| 23.70 .006| 38.53 .001| 53.37 .000| 68.20 .00002021> 8.88 .008| 23.72 .006| 38.55 .001| 53.38 .000| 68.22 .00002022> 8.90 .008| 23.73 .006| 38.57 .001| 53.40 .000| 68.23 .00002023> 8.92 .008| 23.75 .006| 38.58 .001| 53.42 .000| 68.25 .00002024> 8.93 .008| 23.77 .006| 38.60 .001| 53.43 .000| 68.27 .00002025> 8.95 .008| 23.78 .006| 38.62 .001| 53.45 .000| 68.28 .00002026> 8.97 .008| 23.80 .006| 38.63 .001| 53.47 .000| 68.30 .00002027> 8.98 .008| 23.82 .006| 38.65 .001| 53.48 .000| 68.32 .00002028> 9.00 .008| 23.83 .006| 38.67 .001| 53.50 .000| 68.33 .00002029> 9.02 .008| 23.85 .006| 38.68 .001| 53.52 .000| 68.35 .00002030> 9.03 .008| 23.87 .006| 38.70 .001| 53.53 .000| 68.37 .00002031> 9.05 .008| 23.88 .006| 38.72 .001| 53.55 .000| 68.38 .00002032> 9.07 .008| 23.90 .006| 38.73 .001| 53.57 .000| 68.40 .00002033> 9.08 .008| 23.92 .006| 38.75 .001| 53.58 .000| 68.42 .00002034> 9.10 .008| 23.93 .006| 38.77 .001| 53.60 .000| 68.43 .00002035> 9.12 .008| 23.95 .006| 38.78 .001| 53.62 .000| 68.45 .00002036> 9.13 .008| 23.97 .006| 38.80 .001| 53.63 .000| 68.47 .00002037> 9.15 .008| 23.98 .006| 38.82 .001| 53.65 .000| 68.48 .00002038> 9.17 .008| 24.00 .006| 38.83 .001| 53.67 .000| 68.50 .00002039> 9.18 .008| 24.02 .006| 38.85 .001| 53.68 .000| 68.52 .00002040> 9.20 .008| 24.03 .006| 38.87 .001| 53.70 .000| 68.53 .00002041> 9.22 .008| 24.05 .006| 38.88 .001| 53.72 .000| 68.55 .00002042> 9.23 .008| 24.07 .006| 38.90 .001| 53.73 .000| 68.57 .00002043> 9.25 .008| 24.08 .006| 38.92 .001| 53.75 .000| 68.58 .00002044> 9.27 .008| 24.10 .006| 38.93 .001| 53.77 .000| 68.60 .00002045> 9.28 .008| 24.12 .006| 38.95 .001| 53.78 .000| 68.62 .00002046> 9.30 .008| 24.13 .006| 38.97 .001| 53.80 .000| 68.63 .00002047> 9.32 .008| 24.15 .006| 38.98 .001| 53.82 .000| 68.65 .00002048> 9.33 .008| 24.17 .006| 39.00 .001| 53.83 .000| 68.67 .00002049> 9.35 .008| 24.18 .006| 39.02 .001| 53.85 .000| 68.68 .00002050> 9.37 .008| 24.20 .006| 39.03 .001| 53.87 .000| 68.70 .00002051> 9.38 .008| 24.22 .006| 39.05 .001| 53.88 .000| 68.72 .00002052> 9.40 .008| 24.23 .006| 39.07 .001| 53.90 .000| 68.73 .00002053> 9.42 .008| 24.25 .006| 39.08 .001| 53.92 .000| 68.75 .00002054> 9.43 .008| 24.27 .006| 39.10 .001| 53.93 .000| 68.77 .00002055> 9.45 .008| 24.28 .006| 39.12 .001| 53.95 .000| 68.78 .00002056> 9.47 .008| 24.30 .006| 39.13 .001| 53.97 .000| 68.80 .00002057> 9.48 .008| 24.32 .006| 39.15 .001| 53.98 .000| 68.82 .00002058> 9.50 .008| 24.33 .006| 39.17 .001| 54.00 .000| 68.83 .00002059> 9.52 .008| 24.35 .006| 39.18 .001| 54.02 .000| 68.85 .00002060> 9.53 .008| 24.37 .006| 39.20 .001| 54.03 .000| 68.87 .00002061> 9.55 .008| 24.38 .006| 39.22 .001| 54.05 .000| 68.88 .00002062> 9.57 .008| 24.40 .006| 39.23 .001| 54.07 .000| 68.90 .00002063> 9.58 .008| 24.42 .006| 39.25 .001| 54.08 .000| 68.92 .00002064> 9.60 .008| 24.43 .006| 39.27 .001| 54.10 .000| 68.93 .00002065> 9.62 .008| 24.45 .006| 39.28 .001| 54.12 .000| 68.95 .00002066> 9.63 .008| 24.47 .006| 39.30 .001| 54.13 .000| 68.97 .00002067> 9.65 .008| 24.48 .006| 39.32 .001| 54.15 .000| 68.98 .00002068> 9.67 .008| 24.50 .006| 39.33 .001| 54.17 .000| 69.00 .00002069> 9.68 .008| 24.52 .006| 39.35 .001| 54.18 .000| 69.02 .00002070> 9.70 .008| 24.53 .006| 39.37 .001| 54.20 .000| 69.03 .00002071> 9.72 .008| 24.55 .006| 39.38 .001| 54.22 .000| 69.05 .00002072> 9.73 .008| 24.57 .006| 39.40 .001| 54.23 .000| 69.07 .00002073> 9.75 .008| 24.58 .006| 39.42 .001| 54.25 .000| 69.08 .00002074> 9.77 .008| 24.60 .006| 39.43 .001| 54.27 .000| 69.10 .00002075> 9.78 .008| 24.62 .006| 39.45 .001| 54.28 .000| 69.12 .00002076> 9.80 .008| 24.63 .006| 39.47 .001| 54.30 .000| 69.13 .00002077> 9.82 .008| 24.65 .006| 39.48 .001| 54.32 .000| 69.15 .00002078> 9.83 .008| 24.67 .006| 39.50 .001| 54.33 .000| 69.17 .00002079> 9.85 .008| 24.68 .006| 39.52 .001| 54.35 .000| 69.18 .00002080> 9.87 .008| 24.70 .006| 39.53 .001| 54.37 .000| 69.20 .000



02081> 9.88 .008| 24.72 .006| 39.55 .001| 54.38 .000| 69.22 .00002082> 9.90 .008| 24.73 .006| 39.57 .001| 54.40 .000| 69.23 .00002083> 9.92 .008| 24.75 .006| 39.58 .001| 54.42 .000| 69.25 .00002084> 9.93 .008| 24.77 .006| 39.60 .001| 54.43 .000| 69.27 .00002085> 9.95 .008| 24.78 .006| 39.62 .001| 54.45 .000| 69.28 .00002086> 9.97 .008| 24.80 .006| 39.63 .001| 54.47 .000| 69.30 .00002087> 9.98 .008| 24.82 .006| 39.65 .001| 54.48 .000| 69.32 .00002088> 10.00 .008| 24.83 .006| 39.67 .001| 54.50 .000| 69.33 .00002089> 10.02 .008| 24.85 .006| 39.68 .001| 54.52 .000| 69.35 .00002090> 10.03 .008| 24.87 .006| 39.70 .001| 54.53 .000| 69.37 .00002091> 10.05 .008| 24.88 .006| 39.72 .001| 54.55 .000| 69.38 .00002092> 10.07 .008| 24.90 .006| 39.73 .001| 54.57 .000| 69.40 .00002093> 10.08 .008| 24.92 .006| 39.75 .001| 54.58 .000| 69.42 .00002094> 10.10 .008| 24.93 .006| 39.77 .001| 54.60 .000| 69.43 .00002095> 10.12 .008| 24.95 .006| 39.78 .001| 54.62 .000| 69.45 .00002096> 10.13 .008| 24.97 .006| 39.80 .001| 54.63 .000| 69.47 .00002097> 10.15 .008| 24.98 .006| 39.82 .001| 54.65 .000| 69.48 .00002098> 10.17 .008| 25.00 .006| 39.83 .001| 54.67 .000| 69.50 .00002099> 10.18 .008| 25.02 .006| 39.85 .001| 54.68 .000| 69.52 .00002100> 10.20 .008| 25.03 .006| 39.87 .001| 54.70 .000| 69.53 .00002101> 10.22 .008| 25.05 .006| 39.88 .001| 54.72 .000| 69.55 .00002102> 10.23 .008| 25.07 .006| 39.90 .001| 54.73 .000| 69.57 .00002103> 10.25 .008| 25.08 .006| 39.92 .001| 54.75 .000| 69.58 .00002104> 10.27 .008| 25.10 .006| 39.93 .001| 54.77 .000| 69.60 .00002105> 10.28 .008| 25.12 .006| 39.95 .001| 54.78 .000| 69.62 .00002106> 10.30 .008| 25.13 .006| 39.97 .001| 54.80 .000| 69.63 .00002107> 10.32 .008| 25.15 .006| 39.98 .001| 54.82 .000| 69.65 .00002108> 10.33 .008| 25.17 .006| 40.00 .001| 54.83 .000| 69.67 .00002109> 10.35 .008| 25.18 .006| 40.02 .001| 54.85 .000| 69.68 .00002110> 10.37 .008| 25.20 .006| 40.03 .001| 54.87 .000| 69.70 .00002111> 10.38 .008| 25.22 .006| 40.05 .001| 54.88 .000| 69.72 .00002112> 10.40 .008| 25.23 .006| 40.07 .001| 54.90 .000| 69.73 .00002113> 10.42 .008| 25.25 .006| 40.08 .001| 54.92 .000| 69.75 .00002114> 10.43 .008| 25.27 .006| 40.10 .001| 54.93 .000| 69.77 .00002115> 10.45 .008| 25.28 .006| 40.12 .001| 54.95 .000| 69.78 .00002116> 10.47 .008| 25.30 .006| 40.13 .001| 54.97 .000| 69.80 .00002117> 10.48 .008| 25.32 .006| 40.15 .001| 54.98 .000| 69.82 .00002118> 10.50 .008| 25.33 .005| 40.17 .001| 55.00 .000| 69.83 .00002119> 10.52 .008| 25.35 .005| 40.18 .001| 55.02 .000| 69.85 .00002120> 10.53 .008| 25.37 .005| 40.20 .001| 55.03 .000| 69.87 .00002121> 10.55 .008| 25.38 .005| 40.22 .001| 55.05 .000| 69.88 .00002122> 10.57 .008| 25.40 .005| 40.23 .001| 55.07 .000| 69.90 .00002123> 10.58 .008| 25.42 .005| 40.25 .001| 55.08 .000| 69.92 .00002124> 10.60 .008| 25.43 .005| 40.27 .001| 55.10 .000| 69.93 .00002125> 10.62 .008| 25.45 .005| 40.28 .001| 55.12 .000| 69.95 .00002126> 10.63 .008| 25.47 .005| 40.30 .001| 55.13 .000| 69.97 .00002127> 10.65 .008| 25.48 .005| 40.32 .001| 55.15 .000| 69.98 .00002128> 10.67 .008| 25.50 .005| 40.33 .001| 55.17 .000| 70.00 .00002129> 10.68 .007| 25.52 .005| 40.35 .001| 55.18 .000| 70.02 .00002130> 10.70 .007| 25.53 .005| 40.37 .001| 55.20 .000| 70.03 .00002131> 10.72 .007| 25.55 .005| 40.38 .001| 55.22 .000| 70.05 .00002132> 10.73 .007| 25.57 .005| 40.40 .001| 55.23 .000| 70.07 .00002133> 10.75 .007| 25.58 .005| 40.42 .001| 55.25 .000| 70.08 .00002134> 10.77 .007| 25.60 .005| 40.43 .001| 55.27 .000| 70.10 .00002135> 10.78 .007| 25.62 .005| 40.45 .001| 55.28 .000| 70.12 .00002136> 10.80 .007| 25.63 .005| 40.47 .001| 55.30 .000| 70.13 .00002137> 10.82 .007| 25.65 .005| 40.48 .001| 55.32 .000| 70.15 .00002138> 10.83 .007| 25.67 .005| 40.50 .001| 55.33 .000| 70.17 .00002139> 10.85 .007| 25.68 .005| 40.52 .001| 55.35 .000| 70.18 .00002140> 10.87 .007| 25.70 .005| 40.53 .001| 55.37 .000| 70.20 .00002141> 10.88 .007| 25.72 .005| 40.55 .001| 55.38 .000| 70.22 .00002142> 10.90 .007| 25.73 .005| 40.57 .001| 55.40 .000| 70.23 .00002143> 10.92 .007| 25.75 .005| 40.58 .001| 55.42 .000| 70.25 .00002144> 10.93 .007| 25.77 .005| 40.60 .001| 55.43 .000| 70.27 .00002145> 10.95 .007| 25.78 .005| 40.62 .001| 55.45 .000| 70.28 .000



02146> 10.97 .007| 25.80 .005| 40.63 .001| 55.47 .000| 70.30 .00002147> 10.98 .007| 25.82 .005| 40.65 .001| 55.48 .000| 70.32 .00002148> 11.00 .007| 25.83 .005| 40.67 .001| 55.50 .000| 70.33 .00002149> 11.02 .007| 25.85 .005| 40.68 .001| 55.52 .000| 70.35 .00002150> 11.03 .007| 25.87 .005| 40.70 .001| 55.53 .000| 70.37 .00002151> 11.05 .007| 25.88 .005| 40.72 .001| 55.55 .000| 70.38 .00002152> 11.07 .007| 25.90 .005| 40.73 .001| 55.57 .000| 70.40 .00002153> 11.08 .007| 25.92 .005| 40.75 .001| 55.58 .000| 70.42 .00002154> 11.10 .007| 25.93 .005| 40.77 .001| 55.60 .000| 70.43 .00002155> 11.12 .007| 25.95 .005| 40.78 .001| 55.62 .000| 70.45 .00002156> 11.13 .007| 25.97 .005| 40.80 .001| 55.63 .000| 70.47 .00002157> 11.15 .007| 25.98 .005| 40.82 .001| 55.65 .000| 70.48 .00002158> 11.17 .007| 26.00 .005| 40.83 .001| 55.67 .000| 70.50 .00002159> 11.18 .007| 26.02 .005| 40.85 .001| 55.68 .000| 70.52 .00002160> 11.20 .007| 26.03 .005| 40.87 .001| 55.70 .000| 70.53 .00002161> 11.22 .007| 26.05 .005| 40.88 .001| 55.72 .000| 70.55 .00002162> 11.23 .007| 26.07 .005| 40.90 .001| 55.73 .000| 70.57 .00002163> 11.25 .007| 26.08 .005| 40.92 .001| 55.75 .000| 70.58 .00002164> 11.27 .007| 26.10 .005| 40.93 .001| 55.77 .000| 70.60 .00002165> 11.28 .007| 26.12 .005| 40.95 .001| 55.78 .000| 70.62 .00002166> 11.30 .007| 26.13 .005| 40.97 .001| 55.80 .000| 70.63 .00002167> 11.32 .007| 26.15 .005| 40.98 .001| 55.82 .000| 70.65 .00002168> 11.33 .007| 26.17 .005| 41.00 .001| 55.83 .000| 70.67 .00002169> 11.35 .007| 26.18 .005| 41.02 .001| 55.85 .000| 70.68 .00002170> 11.37 .007| 26.20 .005| 41.03 .001| 55.87 .000| 70.70 .00002171> 11.38 .007| 26.22 .005| 41.05 .001| 55.88 .000| 70.72 .00002172> 11.40 .007| 26.23 .005| 41.07 .001| 55.90 .000| 70.73 .00002173> 11.42 .007| 26.25 .005| 41.08 .001| 55.92 .000| 70.75 .00002174> 11.43 .007| 26.27 .005| 41.10 .001| 55.93 .000| 70.77 .00002175> 11.45 .007| 26.28 .005| 41.12 .001| 55.95 .000| 70.78 .00002176> 11.47 .007| 26.30 .005| 41.13 .001| 55.97 .000| 70.80 .00002177> 11.48 .007| 26.32 .005| 41.15 .001| 55.98 .000| 70.82 .00002178> 11.50 .007| 26.33 .005| 41.17 .001| 56.00 .000| 70.83 .00002179> 11.52 .007| 26.35 .005| 41.18 .001| 56.02 .000| 70.85 .00002180> 11.53 .007| 26.37 .005| 41.20 .001| 56.03 .000| 70.87 .00002181> 11.55 .007| 26.38 .005| 41.22 .001| 56.05 .000| 70.88 .00002182> 11.57 .007| 26.40 .005| 41.23 .001| 56.07 .000| 70.90 .00002183> 11.58 .007| 26.42 .005| 41.25 .001| 56.08 .000| 70.92 .00002184> 11.60 .007| 26.43 .005| 41.27 .001| 56.10 .000| 70.93 .00002185> 11.62 .007| 26.45 .005| 41.28 .001| 56.12 .000| 70.95 .00002186> 11.63 .007| 26.47 .005| 41.30 .001| 56.13 .000| 70.97 .00002187> 11.65 .007| 26.48 .005| 41.32 .001| 56.15 .000| 70.98 .00002188> 11.67 .007| 26.50 .005| 41.33 .001| 56.17 .000| 71.00 .00002189> 11.68 .007| 26.52 .005| 41.35 .001| 56.18 .000| 71.02 .00002190> 11.70 .007| 26.53 .005| 41.37 .001| 56.20 .000| 71.03 .00002191> 11.72 .007| 26.55 .005| 41.38 .001| 56.22 .000| 71.05 .00002192> 11.73 .007| 26.57 .005| 41.40 .001| 56.23 .000| 71.07 .00002193> 11.75 .007| 26.58 .005| 41.42 .001| 56.25 .000| 71.08 .00002194> 11.77 .007| 26.60 .005| 41.43 .001| 56.27 .000| 71.10 .00002195> 11.78 .007| 26.62 .005| 41.45 .001| 56.28 .000| 71.12 .00002196> 11.80 .007| 26.63 .005| 41.47 .001| 56.30 .000| 71.13 .00002197> 11.82 .007| 26.65 .005| 41.48 .001| 56.32 .000| 71.15 .00002198> 11.83 .007| 26.67 .005| 41.50 .001| 56.33 .000| 71.17 .00002199> 11.85 .007| 26.68 .005| 41.52 .001| 56.35 .000| 71.18 .00002200> 11.87 .007| 26.70 .005| 41.53 .001| 56.37 .000| 71.20 .00002201> 11.88 .007| 26.72 .005| 41.55 .001| 56.38 .000| 71.22 .00002202> 11.90 .007| 26.73 .005| 41.57 .001| 56.40 .000| 71.23 .00002203> 11.92 .007| 26.75 .005| 41.58 .001| 56.42 .000| 71.25 .00002204> 11.93 .007| 26.77 .005| 41.60 .001| 56.43 .000| 71.27 .00002205> 11.95 .007| 26.78 .005| 41.62 .001| 56.45 .000| 71.28 .00002206> 11.97 .007| 26.80 .005| 41.63 .001| 56.47 .000| 71.30 .00002207> 11.98 .007| 26.82 .005| 41.65 .001| 56.48 .000| 71.32 .00002208> 12.00 .007| 26.83 .005| 41.67 .001| 56.50 .000| 71.33 .00002209> 12.02 .007| 26.85 .005| 41.68 .001| 56.52 .000| 71.35 .00002210> 12.03 .007| 26.87 .005| 41.70 .001| 56.53 .000| 71.37 .000



02211> 12.05 .007| 26.88 .005| 41.72 .001| 56.55 .000| 71.38 .00002212> 12.07 .007| 26.90 .004| 41.73 .001| 56.57 .000| 71.40 .00002213> 12.08 .007| 26.92 .004| 41.75 .001| 56.58 .000| 71.42 .00002214> 12.10 .007| 26.93 .004| 41.77 .001| 56.60 .000| 71.43 .00002215> 12.12 .007| 26.95 .004| 41.78 .001| 56.62 .000| 71.45 .00002216> 12.13 .007| 26.97 .004| 41.80 .001| 56.63 .000| 71.47 .00002217> 12.15 .007| 26.98 .004| 41.82 .001| 56.65 .000| 71.48 .00002218> 12.17 .007| 27.00 .004| 41.83 .001| 56.67 .000| 71.50 .00002219> 12.18 .007| 27.02 .004| 41.85 .001| 56.68 .000| 71.52 .00002220> 12.20 .007| 27.03 .004| 41.87 .001| 56.70 .000| 71.53 .00002221> 12.22 .007| 27.05 .004| 41.88 .001| 56.72 .000| 71.55 .00002222> 12.23 .007| 27.07 .004| 41.90 .001| 56.73 .000| 71.57 .00002223> 12.25 .007| 27.08 .004| 41.92 .001| 56.75 .000| 71.58 .00002224> 12.27 .007| 27.10 .004| 41.93 .001| 56.77 .000| 71.60 .00002225> 12.28 .007| 27.12 .004| 41.95 .001| 56.78 .000| 71.62 .00002226> 12.30 .007| 27.13 .004| 41.97 .001| 56.80 .000| 71.63 .00002227> 12.32 .007| 27.15 .004| 41.98 .001| 56.82 .000| 71.65 .00002228> 12.33 .007| 27.17 .004| 42.00 .001| 56.83 .000| 71.67 .00002229> 12.35 .007| 27.18 .004| 42.02 .001| 56.85 .000| 71.68 .00002230> 12.37 .007| 27.20 .004| 42.03 .001| 56.87 .000| 71.70 .00002231> 12.38 .007| 27.22 .004| 42.05 .001| 56.88 .000| 71.72 .00002232> 12.40 .007| 27.23 .004| 42.07 .001| 56.90 .000| 71.73 .00002233> 12.42 .007| 27.25 .004| 42.08 .001| 56.92 .000| 71.75 .00002234> 12.43 .007| 27.27 .004| 42.10 .001| 56.93 .000| 71.77 .00002235> 12.45 .007| 27.28 .004| 42.12 .001| 56.95 .000| 71.78 .00002236> 12.47 .007| 27.30 .004| 42.13 .001| 56.97 .000| 71.80 .00002237> 12.48 .007| 27.32 .004| 42.15 .001| 56.98 .000| 71.82 .00002238> 12.50 .007| 27.33 .004| 42.17 .001| 57.00 .000| 71.83 .00002239> 12.52 .007| 27.35 .004| 42.18 .001| 57.02 .000| 71.85 .00002240> 12.53 .007| 27.37 .004| 42.20 .001| 57.03 .000| 71.87 .00002241> 12.55 .007| 27.38 .004| 42.22 .001| 57.05 .000| 71.88 .00002242> 12.57 .007| 27.40 .004| 42.23 .001| 57.07 .000| 71.90 .00002243> 12.58 .007| 27.42 .004| 42.25 .001| 57.08 .000| 71.92 .00002244> 12.60 .007| 27.43 .004| 42.27 .001| 57.10 .000| 71.93 .00002245> 12.62 .007| 27.45 .004| 42.28 .001| 57.12 .000| 71.95 .00002246> 12.63 .007| 27.47 .004| 42.30 .001| 57.13 .000| 71.97 .00002247> 12.65 .007| 27.48 .004| 42.32 .001| 57.15 .000| 71.98 .00002248> 12.67 .007| 27.50 .004| 42.33 .001| 57.17 .000| 72.00 .00002249> 12.68 .007| 27.52 .004| 42.35 .001| 57.18 .000| 72.02 .00002250> 12.70 .007| 27.53 .004| 42.37 .001| 57.20 .000| 72.03 .00002251> 12.72 .007| 27.55 .004| 42.38 .001| 57.22 .000| 72.05 .00002252> 12.73 .007| 27.57 .004| 42.40 .001| 57.23 .000| 72.07 .00002253> 12.75 .007| 27.58 .004| 42.42 .001| 57.25 .000| 72.08 .00002254> 12.77 .007| 27.60 .004| 42.43 .001| 57.27 .000| 72.10 .00002255> 12.78 .007| 27.62 .004| 42.45 .001| 57.28 .000| 72.12 .00002256> 12.80 .007| 27.63 .004| 42.47 .001| 57.30 .000| 72.13 .00002257> 12.82 .007| 27.65 .004| 42.48 .001| 57.32 .000| 72.15 .00002258> 12.83 .007| 27.67 .004| 42.50 .001| 57.33 .000| 72.17 .00002259> 12.85 .007| 27.68 .004| 42.52 .001| 57.35 .000| 72.18 .00002260> 12.87 .007| 27.70 .004| 42.53 .001| 57.37 .000| 72.20 .00002261> 12.88 .007| 27.72 .004| 42.55 .001| 57.38 .000| 72.22 .00002262> 12.90 .007| 27.73 .004| 42.57 .001| 57.40 .000| 72.23 .00002263> 12.92 .007| 27.75 .004| 42.58 .001| 57.42 .000| 72.25 .00002264> 12.93 .007| 27.77 .004| 42.60 .001| 57.43 .000| 72.27 .00002265> 12.95 .007| 27.78 .004| 42.62 .001| 57.45 .000| 72.28 .00002266> 12.97 .007| 27.80 .004| 42.63 .001| 57.47 .000| 72.30 .00002267> 12.98 .007| 27.82 .004| 42.65 .001| 57.48 .000| 72.32 .00002268> 13.00 .007| 27.83 .004| 42.67 .001| 57.50 .000| 72.33 .00002269> 13.02 .007| 27.85 .004| 42.68 .001| 57.52 .000| 72.35 .00002270> 13.03 .007| 27.87 .004| 42.70 .001| 57.53 .000| 72.37 .00002271> 13.05 .007| 27.88 .004| 42.72 .001| 57.55 .000| 72.38 .00002272> 13.07 .007| 27.90 .004| 42.73 .001| 57.57 .000| 72.40 .00002273> 13.08 .007| 27.92 .004| 42.75 .001| 57.58 .000| 72.42 .00002274> 13.10 .007| 27.93 .004| 42.77 .001| 57.60 .000| 72.43 .00002275> 13.12 .007| 27.95 .004| 42.78 .001| 57.62 .000| 72.45 .000



02276> 13.13 .007| 27.97 .004| 42.80 .001| 57.63 .000| 72.47 .00002277> 13.15 .007| 27.98 .004| 42.82 .001| 57.65 .000| 72.48 .00002278> 13.17 .007| 28.00 .004| 42.83 .001| 57.67 .000| 72.50 .00002279> 13.18 .007| 28.02 .004| 42.85 .001| 57.68 .000| 72.52 .00002280> 13.20 .007| 28.03 .004| 42.87 .001| 57.70 .000| 72.53 .00002281> 13.22 .007| 28.05 .004| 42.88 .001| 57.72 .000| 72.55 .00002282> 13.23 .007| 28.07 .004| 42.90 .001| 57.73 .000| 72.57 .00002283> 13.25 .007| 28.08 .004| 42.92 .001| 57.75 .000| 72.58 .00002284> 13.27 .007| 28.10 .004| 42.93 .001| 57.77 .000| 72.60 .00002285> 13.28 .007| 28.12 .004| 42.95 .001| 57.78 .000| 72.62 .00002286> 13.30 .007| 28.13 .004| 42.97 .001| 57.80 .000| 72.63 .00002287> 13.32 .007| 28.15 .004| 42.98 .001| 57.82 .000| 72.65 .00002288> 13.33 .007| 28.17 .004| 43.00 .001| 57.83 .000| 72.67 .00002289> 13.35 .007| 28.18 .004| 43.02 .001| 57.85 .000| 72.68 .00002290> 13.37 .007| 28.20 .004| 43.03 .001| 57.87 .000| 72.70 .00002291> 13.38 .007| 28.22 .004| 43.05 .001| 57.88 .000| 72.72 .00002292> 13.40 .007| 28.23 .004| 43.07 .001| 57.90 .000| 72.73 .00002293> 13.42 .007| 28.25 .004| 43.08 .001| 57.92 .000| 72.75 .00002294> 13.43 .007| 28.27 .004| 43.10 .001| 57.93 .000| 72.77 .00002295> 13.45 .007| 28.28 .004| 43.12 .001| 57.95 .000| 72.78 .00002296> 13.47 .007| 28.30 .004| 43.13 .001| 57.97 .000| 72.80 .00002297> 13.48 .007| 28.32 .004| 43.15 .001| 57.98 .000| 72.82 .00002298> 13.50 .007| 28.33 .004| 43.17 .001| 58.00 .000| 72.83 .00002299> 13.52 .007| 28.35 .004| 43.18 .001| 58.02 .000| 72.85 .00002300> 13.53 .007| 28.37 .004| 43.20 .001| 58.03 .000| 72.87 .00002301> 13.55 .007| 28.38 .004| 43.22 .001| 58.05 .000| 72.88 .00002302> 13.57 .007| 28.40 .004| 43.23 .001| 58.07 .000| 72.90 .00002303> 13.58 .007| 28.42 .004| 43.25 .001| 58.08 .000| 72.92 .00002304> 13.60 .007| 28.43 .004| 43.27 .001| 58.10 .000| 72.93 .00002305> 13.62 .007| 28.45 .004| 43.28 .001| 58.12 .000| 72.95 .00002306> 13.63 .007| 28.47 .004| 43.30 .001| 58.13 .000| 72.97 .00002307> 13.65 .007| 28.48 .004| 43.32 .001| 58.15 .000| 72.98 .00002308> 13.67 .007| 28.50 .004| 43.33 .001| 58.17 .000| 73.00 .00002309> 13.68 .007| 28.52 .004| 43.35 .001| 58.18 .000| 73.02 .00002310> 13.70 .007| 28.53 .004| 43.37 .001| 58.20 .000| 73.03 .00002311> 13.72 .007| 28.55 .004| 43.38 .001| 58.22 .000| 73.05 .00002312> 13.73 .007| 28.57 .004| 43.40 .001| 58.23 .000| 73.07 .00002313> 13.75 .007| 28.58 .004| 43.42 .001| 58.25 .000| 73.08 .00002314> 13.77 .007| 28.60 .004| 43.43 .001| 58.27 .000| 73.10 .00002315> 13.78 .007| 28.62 .004| 43.45 .001| 58.28 .000| 73.12 .00002316> 13.80 .007| 28.63 .004| 43.47 .001| 58.30 .000| 73.13 .00002317> 13.82 .007| 28.65 .004| 43.48 .001| 58.32 .000| 73.15 .00002318> 13.83 .007| 28.67 .004| 43.50 .001| 58.33 .000| 73.17 .00002319> 13.85 .007| 28.68 .004| 43.52 .001| 58.35 .000| 73.18 .00002320> 13.87 .007| 28.70 .004| 43.53 .001| 58.37 .000| 73.20 .00002321> 13.88 .007| 28.72 .004| 43.55 .001| 58.38 .000| 73.22 .00002322> 13.90 .007| 28.73 .004| 43.57 .001| 58.40 .000| 73.23 .00002323> 13.92 .007| 28.75 .004| 43.58 .001| 58.42 .000| 73.25 .00002324> 13.93 .007| 28.77 .004| 43.60 .001| 58.43 .000| 73.27 .00002325> 13.95 .007| 28.78 .004| 43.62 .001| 58.45 .000| 73.28 .00002326> 13.97 .007| 28.80 .004| 43.63 .001| 58.47 .000| 73.30 .00002327> 13.98 .007| 28.82 .004| 43.65 .001| 58.48 .000| 73.32 .00002328> 14.00 .007| 28.83 .003| 43.67 .001| 58.50 .000| 73.33 .00002329> 14.02 .007| 28.85 .003| 43.68 .001| 58.52 .000| 73.35 .00002330> 14.03 .007| 28.87 .003| 43.70 .001| 58.53 .000| 73.37 .00002331> 14.05 .007| 28.88 .003| 43.72 .001| 58.55 .000| 73.38 .00002332> 14.07 .007| 28.90 .003| 43.73 .001| 58.57 .000| 73.40 .00002333> 14.08 .007| 28.92 .003| 43.75 .001| 58.58 .000| 73.42 .00002334> 14.10 .007| 28.93 .003| 43.77 .001| 58.60 .000| 73.43 .00002335> 14.12 .007| 28.95 .003| 43.78 .001| 58.62 .000| 73.45 .00002336> 14.13 .007| 28.97 .003| 43.80 .001| 58.63 .000| 73.47 .00002337> 14.15 .007| 28.98 .003| 43.82 .001| 58.65 .000| 73.48 .00002338> 14.17 .007| 29.00 .003| 43.83 .001| 58.67 .000| 73.50 .00002339> 14.18 .007| 29.02 .003| 43.85 .001| 58.68 .000| 73.52 .00002340> 14.20 .007| 29.03 .003| 43.87 .001| 58.70 .000| 73.53 .000



02341> 14.22 .007| 29.05 .003| 43.88 .000| 58.72 .000| 73.55 .00002342> 14.23 .007| 29.07 .003| 43.90 .000| 58.73 .000| 73.57 .00002343> 14.25 .007| 29.08 .003| 43.92 .000| 58.75 .000| 73.58 .00002344> 14.27 .007| 29.10 .003| 43.93 .000| 58.77 .000| 73.60 .00002345> 14.28 .007| 29.12 .003| 43.95 .000| 58.78 .000| 73.62 .00002346> 14.30 .007| 29.13 .003| 43.97 .000| 58.80 .000| 73.63 .00002347> 14.32 .007| 29.15 .003| 43.98 .000| 58.82 .000| 73.65 .00002348> 14.33 .007| 29.17 .003| 44.00 .000| 58.83 .000| 73.67 .00002349> 14.35 .007| 29.18 .003| 44.02 .000| 58.85 .000| 73.68 .00002350> 14.37 .007| 29.20 .003| 44.03 .000| 58.87 .000| 73.70 .00002351> 14.38 .007| 29.22 .003| 44.05 .000| 58.88 .000| 73.72 .00002352> 14.40 .007| 29.23 .003| 44.07 .000| 58.90 .000| 73.73 .00002353> 14.42 .007| 29.25 .003| 44.08 .000| 58.92 .000| 73.75 .00002354> 14.43 .007| 29.27 .003| 44.10 .000| 58.93 .000| 73.77 .00002355> 14.45 .007| 29.28 .003| 44.12 .000| 58.95 .000| 73.78 .00002356> 14.47 .007| 29.30 .003| 44.13 .000| 58.97 .000| 73.80 .00002357> 14.48 .007| 29.32 .003| 44.15 .000| 58.98 .000| 73.82 .00002358> 14.50 .007| 29.33 .003| 44.17 .000| 59.00 .000| 73.83 .00002359> 14.52 .007| 29.35 .003| 44.18 .000| 59.02 .000| 73.85 .00002360> 14.53 .007| 29.37 .003| 44.20 .000| 59.03 .000| 73.87 .00002361> 14.55 .007| 29.38 .003| 44.22 .000| 59.05 .000| 73.88 .00002362> 14.57 .007| 29.40 .003| 44.23 .000| 59.07 .000| 73.90 .00002363> 14.58 .007| 29.42 .003| 44.25 .000| 59.08 .000| 73.92 .00002364> 14.60 .007| 29.43 .003| 44.27 .000| 59.10 .000| 73.93 .00002365> 14.62 .007| 29.45 .003| 44.28 .000| 59.12 .000| 73.95 .00002366> 14.63 .007| 29.47 .003| 44.30 .000| 59.13 .000| 73.97 .00002367> 14.65 .007| 29.48 .003| 44.32 .000| 59.15 .000| 73.98 .00002368> 14.67 .007| 29.50 .003| 44.33 .000| 59.17 .000| 74.00 .00002369> 14.68 .007| 29.52 .003| 44.35 .000| 59.18 .000| 74.02 .00002370> 14.70 .007| 29.53 .003| 44.37 .000| 59.20 .000| 74.03 .00002371> 14.72 .007| 29.55 .003| 44.38 .000| 59.22 .000| 74.05 .00002372> 14.73 .007| 29.57 .003| 44.40 .000| 59.23 .000| 74.07 .00002373> 14.75 .007| 29.58 .003| 44.42 .000| 59.25 .000| 74.08 .00002374> 14.77 .007| 29.60 .003| 44.43 .000| 59.27 .000| 74.10 .00002375> 14.78 .007| 29.62 .003| 44.45 .000| 59.28 .000| 74.12 .00002376> 14.80 .007| 29.63 .003| 44.47 .000| 59.30 .000|02377> 14.82 .007| 29.65 .003| 44.48 .000| 59.32 .000|02378> --------------------------------------------------------------------------------02379> 001:0021------------------------------------------------------------------------02380> ----------------------02381> | CALIB NASHYD | Area (ha)= .03 Curve Number (CN)=84.0002382> | 03:509 DT= 1.00 | Ia (mm)= 7.000 # of Linear Res.(N)= 3.0002383> ---------------------- U.H. Tp(hrs)= .08302384> 02385> Unit Hyd Qpeak (cms)= .01502386> 02387> PEAK FLOW (cms)= .000 (i)02388> TIME TO PEAK (hrs)= 1.58302389> RUNOFF VOLUME (mm)= 4.88602390> TOTAL RAINFALL (mm)= 25.02302391> RUNOFF COEFFICIENT = .19502392> 02393> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02394> 02395> --------------------------------------------------------------------------------02396> 001:0022------------------------------------------------------------------------02397> ------------------------02398> | ADD HYD (golfview d) | ID: NHYD AREA QPEAK TPEAK R.V. DWF02399> ------------------------ (ha) (cms) (hrs) (mm) (cms)02400> ID1 02:westpond 8.09 .008 4.45 9.48 .000 02401> +ID2 03:509 .03 .000 1.58 4.89 .000 02402> ===========================================================02403> SUM 01:golfview d 8.12 .008 4.02 9.46 .000 02404> 02405> NOTE: PEAK FLOWS DO NOT INCLUDE BASEFLOWS IF ANY.



02406> 02407> --------------------------------------------------------------------------------02408> 001:0023------------------------------------------------------------------------02409> FINISH02410> --------------------------------------------------------------------------------02411> ********************************************************************************02412> WARNINGS / ERRORS / NOTES02413> -------------------------02414> Simulation ended on 2017-05-15 at 15:39:0902415> ================================================================================02416> 02417>

e n g i n e e r i n g l t d. - collingwood.ca eden oak (mcnabb... · hectares in size . the subject...

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