2 Metric units *#****************************************************************************** *# SWMHYMO Ver:5.02/Jan 2001 / INPUT DATA FILE *#****************************************************************************** *# Project Name: [Richmond FPM] Project Number: [709] *# Date : 04-21-2009 *# Revised : 04-31-2009; 05-25-2009; 07-22-2009; 08-06-2009; 08-31-2009 *# 11-16-2009; 02-16-2010; 03-04-2010 *# Modeller : [Bryan Willcott B.Eng.] *# Company : J.F. Sabourin and Associates *# License # : 3410370 *#****************************************************************************** *# [BW] April 31, 2009 *# This model is the same as the JFSA summer model with the exception of the *# storm files used and the CN values have been increased to 95 *#****************************************************************************** *# [BW] May 25, 2009 *# This model has been updated using revised values for Tp. Previous versions *# of this model used a calculated Tp=0.6Tc. This model used a calculated *# Tp=0.67Tc. Manning's n values for the overbanks in the ROUTE CHANNEL *# commands have been changed to 0.05 for Spring conditions. Design storms *# have changed to match those used in the Jock River Model *#****************************************************************************** *# [BW] July 22, 2009 *# This model has been revised to include "existing" cross section information *# received from Robinson Consultants. The Cross section revised in the model *# is Sec 5.2 (channel receiving flow from "arbuck"). Also, channel and *# floodplain slopes for ROUTE CHANNEL commands were updated to be equal *#****************************************************************************** *# [BW] August 6, 2009 *# This model has been revised to include cross section information *# from Robinson Consultants Engineer's Report July 2003. The cross *# section revised in the model is Sec 5.1. Cross sections Sec 1.03 *# and Sec 5.3 have also been revised *#****************************************************************************** *# [BW] August 31, 2009 *# Model updated to include the proposed DSEL berm. This affects the geometry *# of Route Channel Sect 5.2 located on the Arbuckle drain. Route Channels 5.2 *# and 1.03 have also been revised to reduce the number of values in the *# x-y matrix *#****************************************************************************** *# [BW] November 16, 2009 *# Model updated to include revised Tp values subsequent to review of *# memo received from AECOM on Oct. 2, 2009 *#****************************************************************************** *# [BW] February 16, 2010 *# Model updated to check cross sections proposed to convey flow from VG-6, *# and VG-7 *#****************************************************************************** *# [LP] March 4, 2010 *# Model updated to reflect post-development conditions for Mattamy Lands *# Addition of JR-1, JR-2 and JR-3 *# Removal of Post-Development Mattamy Lands from Pre-Development Areas: *# VG-3: 40.6 ha to 9.88 ha *# VG-8: 91.8 ha to 10.30 ha *# JR-2: 20.5 ha to 4.96 ha *# JR-3: 10.6 ha to 6.86 ha *# Addition of Pond 1 and Pond 2 outflow hydrographs *# (100-year SCS event, free outfall conditions) *#****************************************************************************** *# *% 100 YR - 10 day SNOWMELT+RAIN based on OTTAWA CDA IDF Curves (12 hrs sinus) START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[399] ["51001012.stm"] *%-----------------|-----------------------------------------------------------| READ STORM STORM_FILENAME=["STORM.001"] *%-----------------|-----------------------------------------------------------| *%SAVE HYD ICASEsh=[1] START saving all simulated hydrographs *% {All hydrolographs will be saved as NHYD.NRUN} *% {Use SAVE HYD with ICASEsh=[-2] to cancel the autosave.} *%-----------------|-----------------------------------------------------------| *%-----------------|-----------------------------------------------------------| *#***************************************************************************** *# Van Gaal / Arbuckle Drain *#***************************************************************************** *# DSEL SUBCATCHMENT VG-1 HAS BEEN BROKEN INTO 6 SUB-AREAS (BW) *#***************************************************************************** *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[1], NHYD=["VG-1A"], DT=[5]min, AREA=[311.9](ha), DWF=[0](cms), CN/C=[95], IA=[3.9](mm), N=[3], TP=[5.3]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[1], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["VG-1A"] *%-----------------|-----------------------------------------------------------| *#***************************************************************************** *# Tp FOR VG-1B HAS BEEN REVISED TO REFLECT A HYDRAULIC LENGTH OF 1710 m, A *# LENGTH THAT INCLUDES DISTANCE TO THE VG1-1 CONFLUENCE IN ADDITION TO THE *# LONGEST FLOW PATH WITHIN VG-1B. THIS IS DONE TO SIMULATE CHANNEL ROUTING *#***************************************************************************** CALIB NASHYD ID=[2], NHYD=["VG-1B"], DT=[5]min, AREA=[24.8](ha), DWF=[0](cms), CN/C=[95], IA=[4.0](mm), N=[3], TP=[2.7]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| *#***************************************************************************** *# VG1-1 IS THE SUM OF FLOWS TO THE CONFLUENCE OF NORTHERN MOST WATERCOURSE IN *# OUR AREA OF STUDY WITH THE ROADSIDE DITCH ON GARVIN ROAD *#***************************************************************************** *# ADD HYD IDsum=[3], NHYD=["VG1-1"], IDs to add=[1 2] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[3], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["VG1-1"] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[4], NHYD=["VG-1D"], DT=[5]min, AREA=[47.8](ha), DWF=[0](cms), CN/C=[95], IA=[2.5](mm), N=[3], TP=[1.8]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| *#***************************************************************************** *# VG1-2 IS THE SUM OF FLOWS AT THE GARVIN ROAD CROSS CULVERT AND *# CONSERVATIVELY INCLUDES THE AREA VG-1D, WHICH IS LOCATED JUST DOWNSTREAM *# OF THE CULVERT *#***************************************************************************** *# ADD HYD IDsum=[5], NHYD=["VG1-2"], IDs to add=[3 4] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[5], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["VG1-2"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[6], NHYD=["VG1R-2"],IDin=[5], RDT=[5](min), CHLGTH=[865](m), CHSLOPE=[0.15](%), FPSLOPE=[0.15](%), SECNUM=[1.01], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,51.41 -0.035,55.58 0.05,228.39] NSEG times ( DISTANCE (m), ELEVATION (m))=[0, 96.719] [22.98, 96.598] [42.45, 96.66] [47.63, 96.5] [49.64, 96.424] [51.41, 96] [53.36, 95.79] [55.58, 95.887] [57.42, 96.242] [87.69, 96.5] [119.62, 96.509] [140.1, 96.601] [179.39, 96.722] [200.6, 96.89] [228.39, 97] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[7], NHYD=["VG-1C"], DT=[5]min, AREA=[211.8](ha), DWF=[0](cms), CN/C=[95], IA=[3.9](mm), N=[3], TP=[4.7]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[8], NHYD=["VG-1E"], DT=[5]min, AREA=[13.4](ha), DWF=[0](cms), CN/C=[95], IA=[4.0](mm), N=[3], TP=[0.64]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| *#***************************************************************************** *# VG1-3 IS THE SUM OF FLOWS TO JOY'S ROAD CROSS CULVERT AND CONSERVATIVELY *# INCLUDES THE AREA VG-1E, WHICH IS LOCATED JUST DOWNSTREAM OF THE CULVERT *#***************************************************************************** *# ADD HYD IDsum=[9], NHYD=["VG1-3"], IDs to add=[7 8] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[9], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["VG1-3"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[10], NHYD=["VG1R-3"],IDin=[9], RDT=[5](min), CHLGTH=[630](m), CHSLOPE=[0.20](%), FPSLOPE=[0.20](%), SECNUM=[1.02], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,80.53 -0.035,82.4 0.05,124.53] NSEG times ( DISTANCE (m), ELEVATION (m))=[0, 97 0.61, 97.01 3.8, 97.03 17.49, 97.18 19.18, 97.17 26.62, 97.15 46.29, 97.12 73.97, 97.17 76.3, 97.04 77.53, 97 80.53, 96.86 81.38, 96.5 82.4, 96.07 87.91, 96.07 89.65, 96.5 90.75, 96.78 91.88, 96.91 96.2, 97 99.01, 97.1 119.73, 97.14 124.53, 97] *%-----------------|-----------------------------------------------------------| *#******************************************************************************* *# VG1-4 IS THE SUM OF FLOWS AT THE CONFLUENCE OF THE WATERCOURSE FROM JOY'S *# ROAD WITH THE MAIN DRAIN *#***************************************************************************** *# ADD HYD IDsum=[1], NHYD=["VG1-4"], IDs to add=[6 10] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[1], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["VG1-4"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[2], NHYD=["VG1R-4"],IDin=[1], RDT=[5](min), CHLGTH=[485](m), CHSLOPE=[0.20](%), FPSLOPE=[0.20](%), SECNUM=[1.03], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,44.17 -0.035,53.58 0.05,243.3] NSEG times ( DISTANCE (m), ELEVATION (m))= [-44.2, 95.7 0, 95.5 19.69, 95.421 27.91, 95.5 31.73, 95.5 32.29, 95.325 32.71, 95.5 41.04, 95.5 44.17, 95.449 45.63, 95.389 48.22, 95 48.54, 94.882 49.35, 94.5 49.64, 94.311 50.46, 94.497 52.21, 94.993 53.58, 95.406 55.08, 95.333 55.94, 95.157 76.35, 95.275 131, 95.403 213.2, 95.5 243.3, 95.8] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[3], NHYD=["VG-1F"], DT=[5]min, AREA=[117.7](ha), DWF=[0](cms), CN/C=[95], IA=[2.6](mm), N=[3], TP=[2.9]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| *#***************************************************************************** *# VG1 IS THE SUM OF FLOWS AT THE CONFLUENCE OF THE VAN GAAL WEST MAIN DRAIN *# WITH VAN GAAL WEST TRIBUTARY *#***************************************************************************** *# ADD HYD IDsum=[4], NHYD=["VG1"], IDs to add=[2 3] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[4], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["VG1"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[5], NHYD=["VGR2-1"], IDin=[4], RDT=[5](min), CHLGTH=[755](m), CHSLOPE=[0.2](%), FPSLOPE=[0.2](%), SECNUM=[5.1], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,98.046 -0.035,105.496 0.05,518.306] NSEG times ( DISTANCE (m), ELEVATION (m))=[0, 96.11 20, 94.4 26.106, 94.5 41.686, 94.465 63.506, 94.427 84.666, 94.492 95.476, 94.363 97.736, 94 98.046, 93.967 100.336, 92.8193 101.536, 92.8193 102.736, 92.8193 105.496, 94.199 127.006, 94.345 142.116, 94.5 148.376, 94.568 478.406, 94.7 518.306, 95] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[6], NHYD=["VG-2"], DT=[5]min, AREA=[63.1](ha), DWF=[0](cms), CN/C=[95], IA=[2.8](mm), N=[3], TP=[1.6]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[7], NHYD=["PerN"], IDin=[6], RDT=[5](min), CHLGTH=[550](m), CHSLOPE=[0.2](%), FPSLOPE=[0.2](%), SECNUM=[1.1], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,70 -0.035,72 0.05,77] NSEG times ( DISTANCE (m), ELEVATION (m))=[0, 94.4] [70, 94.0] [71, 93.5] [72, 94.0] [77, 94.4] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[8], NHYD=["VG-3"], DT=[5]min, AREA=[9.88](ha), DWF=[0](cms), CN/C=[95], IA=[2.5](mm), N=[3], TP=[0.5]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| CALIB STANDHYD ID=[9], NHYD=["VG-4"], DT=[5](min), AREA=[24.6](ha), XIMP=[0.4], TIMP=[0.5], DWF=[0](cms), LOSS=[1], Horton: Fo=[76.20](mm/hr), Fc=[13.20](mm/hr), DCAY=[4.14](/hr), F=[0](mm), Pervious surfaces: IAper=[1.5](mm), SLPP=[1.5](%), LGP=[35](m), MNP=[0.250], SCP=[0](min), Impervious surfaces: IAimp=[0.8](mm), SLPI=[0.3](%), LGI=[1000](m), MNI=[0.013], SCI=[0](min), RAINFALL=[ , , , , ](mm/hr) , END=-1 *%-----------------|-----------------------------------------------------------| ADD HYD IDsum=[1], NHYD=["perthst"], IDs to add=[5 7 8 9] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[1], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["perthst"] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[2], NHYD=["VG-5"], DT=[5]min, AREA=[34.4](ha), DWF=[0](cms), CN/C=[95], IA=[3.0](mm), N=[3], TP=[2.3]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[3], NHYD=["PerS"], IDin=[2], RDT=[5](min), CHLGTH=[550](m), CHSLOPE=[0.2](%), FPSLOPE=[0.2](%), SECNUM=[1.1], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,70 -0.035,72 0.05,77] NSEG times ( DISTANCE (m), ELEVATION (m))=[0, 94.4] [70, 94.0] [71, 93.5] [72, 94.0] [77, 94.4] *%-----------------|-----------------------------------------------------------| ADD HYD IDsum=[2], NHYD=["arbuck"], IDs to add=[1 3] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[2], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["arbuck"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[9], NHYD=["VGR2-2"], IDin=[2], RDT=[5](min), CHLGTH=[520](m), CHSLOPE=[0.15](%), FPSLOPE=[0.15](%), SECNUM=[5.2], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,65.27 -0.035,72.03 0.05,317.39] NSEG times ( DISTANCE (m), ELEVATION (m))= [1.87 94 3.26 93.815 25.32 93.589 40.32 93.586 53.15 93.49 65.27 92.99 67.31 92.06 69.39 91.93 69.99 92.03 70.75 92.68 72.03 93 78.14 93 87.57 92.828 98.82 93 131.96 93.341 152.55 93.318 220.7 93.525 262.64 93.983 274.22 94 286.88 94 297.86 93.981 314.39 94.09 317.39, 95.09] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[1], NHYD=["VG-6"], DT=[5]min, AREA=[94.2](ha), DWF=[0](cms), CN/C=[95], IA=[2.9](mm), N=[3], TP=[3.2]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| *# ROUTE CHANNEL IDout=[2], NHYD=["VG-6"], IDin=[1], *# RDT=[5](min), *# CHLGTH=[600](m), CHSLOPE=[0.18](%), *# FPSLOPE=[0.18](%), *# SECNUM=[2.1], NSEG=[3] *# ( SEGROUGH, SEGDIST (m))=[0.05,700 -0.035,703 0.05,1000] NSEG times *# ( DISTANCE (m), ELEVATION (m))=[0, 94.6] *# [700, 94.5] *# [701.4, 94.1] *# [701.6, 94.1] *# [703, 94.5] *# [1000, 95.1] *%-----------------|-----------------------------------------------------------| *# SAVE HYD ID=[2], # OF PCYCLES=[-1], ICASEsh=[1] *# HYD_COMMENT=["VG-6"] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[2], NHYD=["VG-7"], DT=[5]min, AREA=[39.2](ha), DWF=[0](cms), CN/C=[95], IA=[3.5](mm), N=[3], TP=[2.9]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[2], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["VG-7"] *%-----------------|-----------------------------------------------------------| *#***************************************************************************** *# "JR-1" Added February 16, 2010 *#***************************************************************************** CALIB NASHYD ID=[3], NHYD=["JR-1"], DT=[5]min, AREA=[32.6](ha), DWF=[0](cms), CN/C=[95], IA=[3.5](mm), N=[3], TP=[1.1]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| ADD HYD IDsum=[4], NHYD=["EX-1"], IDs to add=[2 3](maximum ten) *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[4], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["EX-1"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[5], NHYD=["VG-7"], IDin=[4], RDT=[5](min), CHLGTH=[625](m), CHSLOPE=[0.1](%), FPSLOPE=[0.1](%), SECNUM=[5.3], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,7.6 -0.035,11.2 0.05,18.8] NSEG times ( DISTANCE (m), ELEVATION (m))=[0,95.45] [5,95.35] [7.1,94.70] [7.6,94.70] [7.9,94.35] [10.9,94.35] [11.2,94.70] [11.7,94.70] [13.8,95.35] [18.8,95.45] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[6], NHYD=["MD"], DT=[5]min, AREA=[1.3](ha), DWF=[0](cms), CN/C=[95], IA=[2.6](mm), N=[3], TP=[1.0]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| ADD HYD IDsum=[7], NHYD=["MAT-A"], IDs to add=[1 5 6](maximum ten) *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[7], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["MAT-A"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[8], NHYD=["MOORE"], IDin=[7], RDT=[5](min), CHLGTH=[600](m), CHSLOPE=[0.1](%), FPSLOPE=[0.1](%), SECNUM=[2.1], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,8.43 -0.035,12.53 0.05,20.96] NSEG times ( DISTANCE (m), ELEVATION (m))=[0, 95.23] [5, 95.13] [7.43, 94.32] [8.43, 94.30] [8.98, 93.75] [11.98, 93.75] [12.53, 94.30] [13.53, 94.32] [15.96, 95.13] [20.96, 95.23] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[8], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["Moore"] *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[7], NHYD=["VG-8"], DT=[5]min, AREA=[10.30](ha), DWF=[0](cms), CN/C=[95], IA=[2.6](mm), N=[3], TP=[1.1]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| CALIB STANDHYD ID=[3], NHYD=["VG-9"], DT=[5](min), AREA=[11.4](ha), XIMP=[0.4], TIMP=[0.5], DWF=[0](cms), LOSS=[1], Horton: Fo=[76.20](mm/hr), Fc=[13.20](mm/hr), DCAY=[4.14](/hr), F=[0](mm), Pervious surfaces: IAper=[1.5](mm), SLPP=[1.5](%), LGP=[50](m), MNP=[0.250], SCP=[0](min), Impervious surfaces: IAimp=[0.8](mm), SLPI=[0.3](%), LGI=[530](m), MNI=[0.013], SCI=[0](min), RAINFALL=[ , , , , ](mm/hr) , END=-1 *%-----------------|-----------------------------------------------------------| STORE HYD ID=[4],NHYD=["POND1"], DT=[20](min), AREA=[84.67](ha), FLOW=[0 0.0000091 0.0000384 0.0001009 0.0002144 0.0003745 0.0006081 0.0009121 0.0012944 0.0017582 0.0022943 0.0029234 0.0036369 0.0044317 0.0053301 0.0063088 0.0073777 0.0085417 0.0098001 0.0111728 0.0126564 0.0142386 0.0159520 0.0177728 0.0196982 0.0218849 0.0251647 0.0290064 0.0333152 0.0381532 0.0432971 0.0488440 0.0547981 0.0609736 0.0674202 0.0740646 0.0808538 0.0876249 0.0943488 0.1009975 0.1075015 0.1138464 0.1197872 0.1255737 0.1306627 0.1357275 0.1402021 0.1442165 0.1480024 0.1511480 0.1539108 0.1564904 0.1582798 0.1597166 0.1610364 0.1621720 0.1629634 0.1632751 0.1632135 0.1631428 0.1630468 0.1629303 0.1628052 0.1626692 0.1625206 0.1623593 0.1627802 0.1637591 0.1646966 0.1656202 0.1665309 0.1674330 0.1683202 0.1691945 0.1700538 0.1709008 0.1716999 0.1724658 0.1732170 0.1739562 0.1746795 0.1753912 0.1760888 0.1767733 0.1774443 0.1780396 0.1785183 0.1789839 0.1794361 0.1798757 0.1802990 0.1808320 0.1815532 0.1823601 0.1837880 0.1854970 0.1871933 0.1889353 0.1907730 0.1924782 0.1941093 0.1956391 0.1969132 0.1978730 0.1984567 0.2003391 0.2024998 0.2045953 0.2065100 0.2084456 0.2106225 0.2128273 0.2149611 0.2168687 0.2187031 0.2204372 0.2220360 0.2235854 0.2250082 0.2262460 0.2274200 0.2284814 0.2293519 0.2301751 0.2308308 0.2312696 0.2316468 0.2319039 0.2319409 0.2319419 0.2319397 0.2319386 0.2319364 0.2319343 0.2319322 0.2319300 0.2319289 0.2319268 0.2319247 0.2319226 0.2319205 0.2319195 0.2319174 0.2319154 0.2319133 0.2319123 0.2319102 0.2319082 0.2319072 0.2319052 0.2319032 0.2319012 0.2319002 0.2318982 0.2318962 0.2318952 0.2318933 0.2318913 0.2318904 0.2318884 0.2318865 0.2318855 0.2318836 0.2320264 0.2324306 0.2329082 0.2335464 0.2344178 0.2353348 0.2363627 0.2375799 0.2388402 0.2401660 0.2416210 0.2430700 0.2445540 0.2461100 0.2476500 0.2491920 0.2509040 0.2526670 0.2544180 0.2561490 0.2578560 0.2595110 0.2612989 0.2724167 0.2878866 0.3037247 0.3197890 0.3336902 0.3446003 0.3543821 0.3604740 0.3625854 0.3637106 0.3615369 0.3558277 0.3501510 0.3418483 0.3308266 0.3208335 0.3121962 0.3047504 0.2983194 0.2927368 0.2878648 0.2836013 0.2798555 0.2765695 0.2736875 0.2711593 0.2689485 0.2670175 0.2653453 0.2639165 0.2627233 0.2617756 0.2611260 0.2609030 0.2607180 0.2605360 0.2603540 0.2601730 0.2599940 0.2598150 0.2596370 0.2594600 0.2592840 0.2591100 0.2589360 0.2587630 0.2585910 0.2584200 0.2582500 0.2582910 0.2586820 0.2591370 0.2598070 0.2608000 0.2655753 0.2766986 0.2937061 0.3134739 0.3363157 0.3627110 0.3888810 0.4161710 0.4447600 0.4714690 0.4965580 0.5201720 0.5412200 0.5593320 0.5748650 0.5880620 0.5978260 0.6044530 0.6095260 0.6101990 0.6065420 0.6024910 0.5948250 0.5831480 0.5727560 0.5584720 0.5400750 0.5235070 0.5039310 0.4807270 0.4598800 0.4366890 0.4107050 0.3880130 0.3690550 0.3531301 0.3397355 0.3283539 0.3186399 0.3103030 0.3031239 0.2969177 0.2915207 0.2868157 0.2826909 0.2790792 0.2759002 0.2731054 0.2706491 0.2684981 0.2666283 0.2650116 0.2636357 0.2624952 0.2616054 0.2610500 0.2608630 0.2606790 0.2604960 0.2603130 0.2601320 0.2599520 0.2597730 0.2595960 0.2594200 0.2592440 0.2590700 0.2593040 0.2601710 0.2615060 0.2717721 0.2940086 0.3223001 0.3592326 0.4063790 0.4547840 0.5067780 0.5638340 0.6173810 0.6708450 0.7249230 0.7729640 0.8165640 0.8567950 0.8909420 0.9192130 0.9419950 0.9602780 0.9710670 0.9754970 0.9779220 0.9725460 0.9583700 0.9454900 0.9253940 0.8971540 0.8721040 0.8394870 0.7984830 0.7630400 0.7214560 0.6725240 0.6305160 0.5836530 0.5313150 0.4866470 0.4500330 0.4202100 0.3956740 0.3753590 0.3584258 0.3441702 0.3321410 0.3218888 0.3130981 0.3055180 0.2989633 0.2932677 0.2882990 0.2839617 0.2801692 0.2768477 0.2739318 0.2713749 0.2691347 0.2671803 0.2654870 0.2640375 0.2628211 0.2618498 0.2611688 0.2609200 0.2607360 0.2605530 0.2603700 0.2601890 0.2600100 0.2598310 0.2596530 0.2597340 0.2602240 0.2608000 0.2639522 0.2740124 0.2876464 0.3061261 0.3305328 0.3563592 0.3853170 0.4181600 0.4496220 0.4813770 0.5135960 0.5426440 0.5707020 0.5977490 0.6214530 0.6415800 0.6585330 0.6727170 0.6822040 0.6869470 0.6901920 0.6896760 0.6841470 0.6784540 0.6680960 0.6525420 0.6384390 0.6203420 0.5973490 0.5768830 0.5524670 0.5236940 0.4983380 0.4701800 0.4385630 0.4112440 0.3884070 0.3693480 0.3534200 0.3399758 0.3285651 0.3188214 0.3104597 0.3032584 0.2970124 0.2915750 0.2868279 0.2826756 0.2790450 0.2758586 0.2730636 0.2706132 0.2684683 0.2666020 0.2649898 0.2636174 0.2624797 0.2615933 0.2610480 0.2608610 0.2606770 0.2604950 0.2603130 0.2601320 0.2599530 0.2597750 0.2595980 0.2594210 0.2592460 0.2592360 0.2595270 0.2598630 0.2603770 0.2613525 0.2661353 0.2747617 0.2875873 0.3023750 0.3193771 0.3393261 0.3593892 0.3800390 0.4017110 0.4220110 0.4413540 0.4599790 0.4766320 0.4912290 0.5038370 0.5147140 0.5231060 0.5289380 0.5336550 0.5349720 0.5331750 0.5312170 0.5261790 0.5180600 0.5102910 0.4992930 0.4851150 0.4722510 0.4568720 0.4385480 0.4220340 0.4038750 0.3833620 0.3652353 0.3500482 0.3371069 0.3261177 0.3167238 0.3086513 0.3016990 0.2956769 0.2904295 0.2858472 0.2818297 0.2782986 0.2752085 0.2724937 0.2701166 0.2680342 0.2662245 0.2646657 0.2633465 0.2622614 0.2614364 0.2610060 0.2608200 0.2606360 0.2604540 0.2602720 0.2600910 0.2599120 0.2597340 0.2595560 0.2593800 0.2592050 0.2590310 0.2588570 0.2587940 0.2589170 0.2590770 0.2593890 0.2598910 0.2604290 0.2611749 0.2655613 0.2726225 0.2817999 0.2934312 0.3056306 0.3190754 0.3337247 0.3480485 0.3619842 0.3754660 0.3879070 0.3991180 0.4091390 0.4180320 0.4254840 0.4312620 0.4360900 0.4385870 0.4386960 0.4382700 0.4358030 0.4314700 0.4270510 0.4205100 0.4116380 0.4035380 0.3936200 0.3814020 0.3700240 0.3579858 0.3443834 0.3323449 0.3220385 0.3132392 0.3056407 0.2991035 0.2934138 0.2884690 0.2841413 0.2803564 0.2770328 0.2741135 0.2715505 0.2693034 0.2673404 0.2656371 0.2641755 0.2629448 0.2619488 0.2612307 0.2609430 0.2607570 0.2605720 0.2603880 0.2602050 0.2600230 0.2598420 0.2596630 0.2594840 0.2593060 0.2591290 0.2589530 0.2587790 0.2586060 0.2584340 0.2583450 0.2583950 0.2584910 0.2586940 0.2590360 0.2594070 0.2598600 0.2604380 0.2610424 0.2642307 0.2699126 0.2768880 0.2851696 0.2944963 0.3040495 0.3137955 0.3236527 0.3331169 0.3419403 0.3500687 0.3575062 0.3638212 0.3688990 0.3732890 0.3762590 0.3775090 0.3783690 0.3778940 0.3755270 0.3731450 0.3694640 0.3641252 0.3589652 0.3523719 0.3442024 0.3368229 0.3284677 0.3191292 0.3107492 0.3034943 0.2972457 0.2917896 0.2870471 0.2828940 0.2792579 0.2760636 0.2732629 0.2708056 0.2686510 0.2667714 0.2651461 0.2637577 0.2626018 0.2616881 0.2610848 0.2608820 0.2606990 0.2605150 0.2603340 0.2601530 0.2599730 0.2597940 0.2596170 0.2594400 0.2592650 0.2590900 0.2589160 0.2587440 0.2585720 0.2584010 0.2582320 0.2580640 0.2579940 0.2580870 0.2582190 0.2584910 0.2589350 0.2594130 0.2599870 0.2607050 0.2628345 0.2686459 0.2771958 0.2869877 0.2983184 0.3110242 0.3238409 0.3366697 0.3494426 0.3615123 0.3726300 0.3827340 0.3918130 0.3992570 0.4050890 0.4101090 0.4130830 0.4139320 0.4139340 0.4124730 0.4088830 0.4052660 0.3999250 0.3927330 0.3857770 0.3772210 0.3665367 0.3567744 0.3462114 0.3342435 0.3237410 0.3146651 0.3068971 0.3001834 0.2943596 0.2892871 0.2848520 0.2809677 0.2775528 0.2745515 0.2719149 0.2696079 0.2675945 0.2658453 0.2643414](cms) END=-1 *%-----------------|-----------------------------------------------------------| ADD HYD IDsum=[1], NHYD=["Fortune"], IDs to add=[3 4 7 8 9] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[1], # OF PCYCLES=[-1], ICASEsh=[1] HYD_COMMENT=["Fortune"] *%-----------------|-----------------------------------------------------------| ROUTE CHANNEL IDout=[3], NHYD=["VGR2-3"], IDin=[1], RDT=[5](min), CHLGTH=[750](m), CHSLOPE=[0.2](%), FPSLOPE=[0.2](%), SECNUM=[5.3], NSEG=[3] ( SEGROUGH, SEGDIST (m))=[0.05,3.22 -0.035,47.84 0.05,77.80] NSEG times ( DISTANCE (m), ELEVATION (m))=[0, 93.5 3.22, 93 20.87, 92.5 42.19, 92 47.84, 92 48.60, 92.5 50.14, 93 72.67, 93.526 77.80, 93.5] *%-----------------|-----------------------------------------------------------| CALIB STANDHYD ID=[2], NHYD=["VG-10"], DT=[5](min), AREA=[20.3](ha), XIMP=[0.4], TIMP=[0.5], DWF=[0](cms), LOSS=[1], Horton: Fo=[76.20](mm/hr), Fc=[13.20](mm/hr), DCAY=[4.14](/hr), F=[0](mm), Pervious surfaces: IAper=[1.5](mm), SLPP=[1.5](%), LGP=[50](m), MNP=[0.250], SCP=[0](min), Impervious surfaces: IAimp=[0.8](mm), SLPI=[0.3](%), LGI=[560](m), MNI=[0.013], SCI=[0](min), RAINFALL=[ , , , , ](mm/hr) , END=-1 *%-----------------|-----------------------------------------------------------| ADD HYD IDsum=[9], NHYD=["VG"], IDs to add=[2 3] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[9], # OF PCYCLES=[-1], ICASEsh=[-1] HYD_FILENAME=["VG"] HYD_COMMENT=["Flow from Van Gaal at Jock River"] *%-----------------|-----------------------------------------------------------| ******************************************************************************* * Jock River ******************************************************************************* CALIB NASHYD ID=[3], NHYD=["JR-2"], DT=[5]min, AREA=[4.86](ha), DWF=[0](cms), CN/C=[95], IA=[2.5](mm), N=[3], TP=[0.8]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| CALIB NASHYD ID=[4], NHYD=["JR-3"], DT=[5]min, AREA=[6.86](ha), DWF=[0](cms), CN/C=[95], IA=[2.5](mm), N=[3], TP=[0.2]hrs, RAINFALL=[ , , , , ](mm/hr), END=-1 *%-----------------|-----------------------------------------------------------| STORE HYD ID=[6],NHYD=["POND2"], DT=[20](min), AREA=[45.53](ha), FLOW=[0 0.0000140 0.0000937 0.0002967 0.0006638 0.0011949 0.0019039 0.0027893 0.0038455 0.0050626 0.0064233 0.0079078 0.0095016 0.0111880 0.0143200 0.0191910 0.0248163 0.0308373 0.0370186 0.0432151 0.0493328 0.0552188 0.0609051 0.0663062 0.0714529 0.0770555 0.0860163 0.0954195 0.1049778 0.1148241 0.1239071 0.1324749 0.1406164 0.1473835 0.1545215 0.1626084 0.1701536 0.1770895 0.1834495 0.1892679 0.1942526 0.1984572 0.2022552 0.2053845 0.2076848 0.2096581 0.2107763 0.2109757 0.2110193 0.2102706 0.2085126 0.2065264 0.2038315 0.2004085 0.1971471 0.1931961 0.1882753 0.1837094 0.1795626 0.1757875 0.1723513 0.1692250 0.1663796 0.1637878 0.1614281 0.1592786 0.1573193 0.1555332 0.1539044 0.1524178 0.1510615 0.1500639 0.1491478 0.1482936 0.1474982 0.1467565 0.1460644 0.1454206 0.1448196 0.1442591 0.1437356 0.1432486 0.1427946 0.1423699 0.1419748 0.1416058 0.1412622 0.1409411 0.1406419 0.1403629 0.1401021 0.1404155 0.1418771 0.1433160 0.1454199 0.1482316 0.1512200 0.1555481 0.1606185 0.1654359 0.1705652 0.1762506 0.1814930 0.1866704 0.1922572 0.1974321 0.2024117 0.2072608 0.2116900 0.2157201 0.2193882 0.2227265 0.2255707 0.2278275 0.2298878 0.2312331 0.2317710 0.2321827 0.2318974 0.2306485 0.2294031 0.2275039 0.2247757 0.2221335 0.2184918 0.2139239 0.2095594 0.2046332 0.1987019 0.1932052 0.1882079 0.1836544 0.1795095 0.1757387 0.1723078 0.1691857 0.1663435 0.1637550 0.1613985 0.1592512 0.1572951 0.1555112 0.1538835 0.1523991 0.1510454 0.1500509 0.1491356 0.1482832 0.1474877 0.1467470 0.1460557 0.1454118 0.1448117 0.1442512 0.1437296 0.1432425 0.1427884 0.1423646 0.1419695 0.1416015 0.1412578 0.1409367 0.1406375 0.1412204 0.1428631 0.1446458 0.1473116 0.1510551 0.1555579 0.1609832 0.1673677 0.1734075 0.1797547 0.1869179 0.1936756 0.2002670 0.2072119 0.2135875 0.2194426 0.2251822 0.2305224 0.2353788 0.2397879 0.2437937 0.2470709 0.2498546 0.2524460 0.2542494 0.2551456 0.2559200 0.2556293 0.2541291 0.2525242 0.2500283 0.2465855 0.2430719 0.2387322 0.2332127 0.2278186 0.2215748 0.2142196 0.2073706 0.2011238 0.1954186 0.1902198 0.1854860 0.1811768 0.1772565 0.1736884 0.1704419 0.1674863 0.1647965 0.1623471 0.1601152 0.1580819 0.1562293 0.1545392 0.1529969 0.1515902 0.1504482 0.1495068 0.1486289 0.1478104 0.1470474 0.1463356 0.1456728 0.1450546 0.1444786 0.1439405 0.1434396 0.1429726 0.1425367 0.1421303 0.1417509 0.1413966 0.1423605 0.1449254 0.1475907 0.1516260 0.1586661 0.1653940 0.1730012 0.1822724 0.1908341 0.1999558 0.2098618 0.2189890 0.2282755 0.2378953 0.2466121 0.2552248 0.2640867 0.2725228 0.2802645 0.2873091 0.2937156 0.2987570 0.3027687 0.3063997 0.3088704 0.3098637 0.3103025 0.3095308 0.3069803 0.3044302 0.3006685 0.2950915 0.2895995 0.2827350 0.2743264 0.2662464 0.2569850 0.2464639 0.2370579 0.2283447 0.2203253 0.2129646 0.2062297 0.2000766 0.1944644 0.1893515 0.1846960 0.1804581 0.1766015 0.1730924 0.1699000 0.1669936 0.1643470 0.1619375 0.1597424 0.1577428 0.1559186 0.1542559 0.1527397 0.1513549 0.1502778 0.1493473 0.1484794 0.1476712 0.1469176 0.1462153 0.1455611 0.1449497 0.1443806 0.1438495 0.1433547 0.1428927 0.1450108 0.1504588 0.1574449 0.1671844 0.1805239 0.1933689 0.2082146 0.2254120 0.2414555 0.2584869 0.2785573 0.2973104 0.3162547 0.3358750 0.3540809 0.3716027 0.3890177 0.4050000 0.4194897 0.4326223 0.4444975 0.4541880 0.4613864 0.4676450 0.4713195 0.4723665 0.4729028 0.4706241 0.4649919 0.4592523 0.4505786 0.4385823 0.4271674 0.4131591 0.3959519 0.3799586 0.3613551 0.3399082 0.3200660 0.3023438 0.2865024 0.2723219 0.2596062 0.2484103 0.2388560 0.2300082 0.2218543 0.2143663 0.2075107 0.2012462 0.1955313 0.1903225 0.1855796 0.1812622 0.1773335 0.1737591 0.1705062 0.1675452 0.1648501 0.1623953 0.1601601 0.1581225 0.1562655 0.1545722 0.1530276 0.1516177 0.1504690 0.1495259 0.1486462 0.1478270 0.1470621 0.1463505 0.1471809 0.1501620 0.1540073 0.1598530 0.1678656 0.1757214 0.1845515 0.1951117 0.2051342 0.2155743 0.2269275 0.2374134 0.2480920 0.2596795 0.2708051 0.2817520 0.2926035 0.3025613 0.3116226 0.3198533 0.3273208 0.3335710 0.3383892 0.3425995 0.3449498 0.3456663 0.3459333 0.3447242 0.3414658 0.3382372 0.3334031 0.3265950 0.3199986 0.3117529 0.3015315 0.2917624 0.2805464 0.2673673 0.2551754 0.2447536 0.2354651 0.2268786 0.2189780 0.2117306 0.2051004 0.1990469 0.1935261 0.1884964 0.1839174 0.1797497 0.1759569 0.1725059 0.1693657 0.1665075 0.1639049 0.1615354 0.1593761 0.1574081 0.1556144 0.1539780 0.1524858 0.1511230 0.1501080 0.1491894 0.1483327 0.1475347 0.1467905 0.1460968 0.1454493 0.1448467 0.1442845 0.1437603 0.1442403 0.1461909 0.1483010 0.1513013 0.1566850 0.1620621 0.1681782 0.1755231 0.1825516 0.1899216 0.1978111 0.2051723 0.2127305 0.2203909 0.2274873 0.2343463 0.2409382 0.2469722 0.2525269 0.2579980 0.2629834 0.2673057 0.2707197 0.2737449 0.2758197 0.2764273 0.2769086 0.2764085 0.2747775 0.2730447 0.2701708 0.2657101 0.2614020 0.2560668 0.2491501 0.2431106 0.2359464 0.2275116 0.2195560 0.2122624 0.2055857 0.1994901 0.1939299 0.1888640 0.1842524 0.1800547 0.1762347 0.1727584 0.1695958 0.1667162 0.1640953 0.1617085 0.1595340 0.1575519 0.1557451 0.1540977 0.1525947 0.1512230 0.1501807 0.1492570 0.1483961 0.1475939 0.1468454 0.1461473 0.1454973 0.1448912 0.1443255 0.1437987 0.1433074 0.1428489 0.1424208 0.1420223 0.1422624 0.1436459 0.1450920 0.1471414 0.1502067 0.1537890 0.1581847 0.1633008 0.1682543 0.1735074 0.1791001 0.1844748 0.1899514 0.1956943 0.2010310 0.2061748 0.2112059 0.2158120 0.2199984 0.2238072 0.2272722 0.2301832 0.2325049 0.2345822 0.2358778 0.2363939 0.2368198 0.2365794 0.2353239 0.2340374 0.2319967 0.2291256 0.2262947 0.2225086 0.2177466 0.2131978 0.2079699 0.2017469 0.1959798 0.1907364 0.1859549 0.1816045 0.1776446 0.1740418 0.1707634 0.1677789 0.1650634 0.1625902 0.1603366 0.1582837 0.1564126 0.1547063 0.1531496 0.1517297 0.1505494 0.1496013 0.1487165 0.1478921 0.1471240 0.1464071 0.1457391 0.1451166 0.1445363 0.1439948 0.1434895 0.1430190 0.1425806 0.1421707 0.1417886 0.1414328 0.1411004 0.1407897 0.1408909 0.1418613 0.1430234 0.1446833 0.1468813 0.1489642 0.1515697 0.1555164 0.1592872 0.1633757 0.1677471 0.1718166 0.1758976 0.1803123 0.1845525 0.1885323 0.1924464 0.1960698 0.1993734 0.2023838 0.2051281 0.2073802 0.2092467 0.2109392 0.2118773 0.2121430 0.2123442 0.2120390 0.2112199 0.2101762 0.2085795 0.2060191 0.2035817 0.2007331 0.1973167 0.1939642 0.1899784 0.1853334 0.1810373 0.1771253 0.1735699 0.1703340 0.1673890 0.1647079 0.1622660 0.1600417 0.1580149 0.1561678 0.1544822 0.1529463 0.1515439 0.1504144 0.1494746 0.1485993 0.1477826 0.1470212 0.1463121 0.1456510 0.1450336 0.1444594 0.1439231 0.1434230 0.1429568 0.1425217 0.1421162 0.1417376 0.1413853 0.1410554 0.1407484 0.1404623 0.1401955 0.1399462 0.1402329 0.1416946 0.1431433 0.1451749 0.1477473 0.1505008 0.1543651 0.1591928 0.1637843 0.1687071 0.1740669 0.1792389 0.1842447 0.1893225 0.1941020 0.1988149 0.2034237 0.2076678 0.2115302 0.2150464 0.2182481 0.2208711 0.2229543 0.2248325 0.2261466 0.2268752 0.2274536 0.2271499 0.2259891 0.2249042 0.2231338 0.2204343 0.2177079 0.2142170 0.2098792 0.2057870 0.2011110 0.1954951 0.1902797 0.1855441 0.1812298 0.1773042 0.1737319 0.1704811 0.1675223 0.1648293 0.1623767 0.1601426 0.1581071 0.1562513 0.1545591 0.1530156 0.1516077](cms) END=-1 *%-----------------|-----------------------------------------------------------| ADD HYD IDsum=[5], NHYD=["JockVG"], IDs to add=[3 4 6 9] *%-----------------|-----------------------------------------------------------| SAVE HYD ID=[5], # OF PCYCLES=[-1], ICASEsh=[-1] HYD_FILENAME=["JockVG"] HYD_COMMENT=["Flow From Subject Area At Jock River"] *%-----------------|-----------------------------------------------------------| *%-----------------|-----------------------------------------------------------| *% 2 YR - 10 day SNOWMELT+RAIN based on OTTAWA CDA IDF Curves (12 hrs sinus) *#START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[302] *# ["50021012.stm"] *%-----------------|-----------------------------------------------------------| *% 5 YR - 10 day SNOWMELT+RAIN based on OTTAWA CDA IDF Curves (12 hrs sinus) *#START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[305] *# ["50051012.stm"] *%-----------------|-----------------------------------------------------------| *% 10 YR - 10 day SNOWMELT+RAIN based on OTTAWA CDA IDF Curves (12 hrs sinus) *#START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[310] *# ["50101012.stm"] *%-----------------|-----------------------------------------------------------| *% 25 YR - 10 day SNOWMELT+RAIN based on OTTAWA CDA IDF Curves (12 hrs sinus) *#START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[325] *# ["50251012.stm"] *%-----------------|-----------------------------------------------------------| *% 50 YR - 10 day SNOWMELT+RAIN based on OTTAWA CDA IDF Curves (12 hrs sinus) *#START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[350] *# ["50501012.stm"] *%-----------------|-----------------------------------------------------------| *% 100 YR - 10 day SNOWMELT+RAIN based on OTTAWA CDA IDF Curves (12 hrs sinus) *#START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[399] *# ["51001012.stm"] *%-----------------|-----------------------------------------------------------| FINISH