============================================================================= SSSSS W W M M H H Y Y M M OOO 999 999 ========= S W W W MM MM H H Y Y MM MM O O 9 9 9 9 SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver5 Beta S W W M M H H Y M M O O 9999 9999 Sept 2000 SSSSS W W M M H H Y M M OOO 9 9 ========= 9 9 9 9 # 2582634 StormWater Management HYdrologic Model 999 999 ========= *************************************************************************** *************************** SWMHYMO Ver/5 Beta *************************** ******* A single event and continuous hydrologic simulation model ******* ******* based on the principles of HYMO and its successors ******* ******* OTTHYMO-83 and OTTHYMO-89. ******* *************************************************************************** ******* Distributed by: J.F. Sabourin and Associates Inc. ******* ******* Ottawa, Ontario: (613) 727-5199 ******* ******* Gatineau, Quebec: (819) 243-6858 ******* ******* E-Mail: swmhymo@jfsa.Com ******* *************************************************************************** +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ +++++++ Licensed user: JFSAinc. +++++++ +++++++ Ottawa / Gatineau SERIAL#:2582634 +++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ *************************************************************************** ******* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ ******* ******* Maximum value for ID numbers : 10 ******* ******* Max. number of rainfall points: 52750 ******* ******* Max. number of flow points : 52750 ******* *************************************************************************** *** DESCRIPTION SUMMARY TABLE HEADERS (units depend on METOUT in START) *** ***---------------------------------------------------------------------*** *** ID: Hydrograph IDentification numbers, (1-10). *** *** NHYD: Hydrograph reference numbers, (6 digits or characters). *** *** AREA: Drainage area associated with hydrograph, (ac.) or (ha.). *** *** QPEAK: Peak flow of simulated hydrograph, (ft^3/s) or (m^3/s). *** *** TpeakDate_hh:mm is the date and time of the peak flow. *** *** R.V.: Runoff Volume of simulated hydrograph, (in) or (mm). *** *** R.C.: Runoff Coefficient of simulated hydrograph, (ratio). *** *** *: see WARNING or NOTE message printed at end of run. *** *** **: see ERROR message printed at end of run. *** *************************************************************************** *************************************************************************** ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: *************************************************************************** ********************* S U M M A R Y O U T P U T ********************* *************************************************************************** * DATE: 2010-03-10 TIME: 15:52:10 RUN COUNTER: 001869 * *************************************************************************** * Input filename: Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\SP7AJO~1.D* * Output filename: Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\SP7AJO~1.o* * Summary filename: Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\SP7AJO~1.s* * User comments: * * 1:______________________________________________________________________* * 2:______________________________________________________________________* * 3:______________________________________________________________________* *************************************************************************** #****************************************************************************** # 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; 05-27-2009; 07-22-2009; 08-06-2009; # 08-31-2009; 11-16-2009; 03-04-2010 # Modeller : [Bryan Willcott B.Eng.] # Company : J.F. Sabourin and Associates # License # : 3410370 #****************************************************************************** #****************************************************************************** # [BW] Nov 19, 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. #****************************************************************************** # [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] May 27, 2009 # This model has been revised to increase the time step DT from 5min to 20min # and results are only to be used in 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) #****************************************************************************** # ** END OF RUN : 298 ******************************************************************************* RUN:COMMAND# 299:0001---------------------------------------------------------------------- START [TZERO = .00 hrs on 0] [METOUT= 2 (1=imperial, 2=metric output)] [NSTORM= 1 ] [NRUN = 299 ] #****************************************************************************** # 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; 05-27-2009; 07-22-2009; 08-06-2009; # 08-31-2009; 11-16-2009; 03-04-2010 # Modeller : [Bryan Willcott B.Eng.] # Company : J.F. Sabourin and Associates # License # : 3410370 #****************************************************************************** #****************************************************************************** # [BW] Nov 19, 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. #****************************************************************************** # [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] May 27, 2009 # This model has been revised to increase the time step DT from 5min to 20min # and results are only to be used in 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) #****************************************************************************** # 299:0002----------------------------------------------------------------------- READ STORM Filename = STORM.001 Comment = Model 5 CDA - S+Rain 12hr/day, RTP 100 years, 10 Days. [SDT=60.00:SDUR= 240.00:PTOT= 267.43] #***************************************************************************** # Van Gaal / Arbuckle Drain #***************************************************************************** # DSEL SUBCATCHMENT VG-1 HAS BEEN BROKEN INTO 6 SUB-AREAS (BW) #***************************************************************************** 299:0003---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 01:VG-1A 311.90 4.222 No_date 114:20 250.81 .938 [CN= 95.0: N= 3.00] [Tp= 5.30:DT=20.00] 299:0004---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 01:VG-1A 311.90 4.222 No_date 114:20 250.81 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-VG-1A.299 remark: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 #***************************************************************************** 299:0005---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 02:VG-1B 24.80 .440 No_date 111:40 250.71 .937 [CN= 95.0: N= 3.00] [Tp= 2.70:DT=20.00] #***************************************************************************** # 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 #***************************************************************************** # 299:0006---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:VG-1A 311.90 4.222 No_date 114:20 250.81 n/a + 02:VG-1B 24.80 .440 No_date 111:40 250.71 n/a [DT=20.00] SUM= 03:VG1-1 336.70 4.582 No_date 114:00 250.80 n/a 299:0007---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 03:VG1-1 336.70 4.582 No_date 114:00 250.80 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-VG1-1.299 remark:VG1-1 299:0008---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 04:VG-1D 47.80 .914 No_date 110:20 252.21 .943 [CN= 95.0: N= 3.00] [Tp= 1.80:DT=20.00] #***************************************************************************** # 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 #***************************************************************************** # 299:0009---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 03:VG1-1 336.70 4.582 No_date 114:00 250.80 n/a + 04:VG-1D 47.80 .914 No_date 110:20 252.21 n/a [DT=20.00] SUM= 05:VG1-2 384.50 5.231 No_date 113:20 250.98 n/a 299:0010---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 05:VG1-2 384.50 5.231 No_date 113:20 250.98 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-VG1-2.299 remark:VG1-2 299:0011---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 05:VG1-2 384.50 5.231 No_date 113:20 250.98 n/a [RDT=20.00] out<- 06:VG1R-2 384.50 5.156 No_date 114:00 250.98 n/a [L/S/n= 865./ .150/.035] {Vmax= .339:Dmax= .802} 299:0012---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 07:VG-1C 211.80 3.055 No_date 114:00 250.81 .938 [CN= 95.0: N= 3.00] [Tp= 4.70:DT=20.00] 299:0013---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 08:VG-1E 13.40 .272 No_date 109:00 250.71 .937 [CN= 95.0: N= 3.00] [Tp= .64:DT=20.00] #***************************************************************************** # 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 #***************************************************************************** # 299:0014---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 07:VG-1C 211.80 3.055 No_date 114:00 250.81 n/a + 08:VG-1E 13.40 .272 No_date 109:00 250.71 n/a [DT=20.00] SUM= 09:VG1-3 225.20 3.161 No_date 113:20 250.80 n/a 299:0015---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 09:VG1-3 225.20 3.161 No_date 113:20 250.80 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-VG1-3.299 remark:VG1-3 299:0016---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 09:VG1-3 225.20 3.161 No_date 113:20 250.80 n/a [RDT=20.00] out<- 10:VG1R-3 225.20 3.158 No_date 113:40 250.80 n/a [L/S/n= 630./ .200/.035] {Vmax= .606:Dmax= .678} #****************************************************************************** # VG1-4 IS THE SUM OF FLOWS AT THE CONFLUENCE OF THE WATERCOURSE FROM JOY'S # ROAD WITH THE MAIN DRAIN #***************************************************************************** # 299:0017---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 06:VG1R-2 384.50 5.156 No_date 114:00 250.98 n/a + 10:VG1R-3 225.20 3.158 No_date 113:40 250.80 n/a [DT=20.00] SUM= 01:VG1-4 609.70 8.305 No_date 114:00 250.91 n/a 299:0018---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 01:VG1-4 609.70 8.305 No_date 114:00 250.91 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-VG1-4.299 remark:VG1-4 299:0019---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 01:VG1-4 609.70 8.305 No_date 114:00 250.91 n/a [RDT=20.00] out<- 02:VG1R-4 609.70 8.274 No_date 114:20 250.91 n/a [L/S/n= 485./ .200/.035] {Vmax= .326:Dmax= 1.188} 299:0020---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 03:VG-1F 117.70 2.048 No_date 112:00 252.11 .943 [CN= 95.0: N= 3.00] [Tp= 2.90:DT=20.00] #***************************************************************************** # VG1 IS THE SUM OF FLOWS AT THE CONFLUENCE OF THE VAN GAAL WEST MAIN DRAIN # WITH VAN GAAL WEST TRIBUTARY #***************************************************************************** # 299:0021---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 02:VG1R-4 609.70 8.274 No_date 114:20 250.91 n/a + 03:VG-1F 117.70 2.048 No_date 112:00 252.11 n/a [DT=20.00] SUM= 04:VG1 727.40 10.068 No_date 113:40 251.11 n/a 299:0022---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 04:VG1 727.40 10.068 No_date 113:40 251.11 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-VG1.299 remark:VG1 299:0023---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 04:VG1 727.40 10.068 No_date 113:40 251.11 n/a [RDT=20.00] out<- 05:VGR2-1 727.40 10.055 No_date 114:00 251.11 n/a [L/S/n= 755./ .200/.035] {Vmax= 1.108:Dmax= 1.484} 299:0024---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 06:VG-2 63.10 1.224 No_date 110:20 251.91 .942 [CN= 95.0: N= 3.00] [Tp= 1.60:DT=20.00] 299:0025---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 06:VG-2 63.10 1.224 No_date 110:20 251.91 n/a [RDT=20.00] out<- 07:PerN 63.10 1.213 No_date 110:40 251.91 n/a [L/S/n= 550./ .200/.035] {Vmax= .291:Dmax= .687} 299:0026---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 08:VG-3 9.88 .201 No_date 109:00 252.21 .943 [CN= 95.0: N= 3.00] [Tp= .50:DT=20.00] 299:0027---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB STANDHYD 09:VG-4 24.60 .201 No_date 109:00 106.65 .399 [XIMP=.40:TIMP=.50] [Horton parameters: Fo= 76.20:Fc= 13.20:DCAY=4.14: F= .00] [Pervious area: IAper= 1.50:SLPP=1.50:LGP= 35.:MNP=.250:SCP= .0] [Impervious area: IAimp= .80:SLPI= .30:LGI=1000.:MNI=.013:SCI= .0] 299:0028---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 05:VGR2-1 727.40 10.055 No_date 114:00 251.11 n/a + 07:PerN 63.10 1.213 No_date 110:40 251.91 n/a + 08:VG-3 9.88 .201 No_date 109:00 252.21 n/a + 09:VG-4 24.60 .201 No_date 109:00 106.65 n/a [DT=20.00] SUM= 01:perths 824.98 11.106 No_date 113:20 246.88 n/a 299:0029---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 01:perths 824.98 11.106 No_date 113:20 246.88 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-perths.299 remark:perthst 299:0030---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 02:VG-5 34.40 .632 No_date 111:20 251.71 .941 [CN= 95.0: N= 3.00] [Tp= 2.30:DT=20.00] 299:0031---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 02:VG-5 34.40 .632 No_date 111:20 251.71 n/a [RDT=20.00] out<- 03:PerS 34.40 .627 No_date 111:40 251.71 n/a [L/S/n= 550./ .200/.035] {Vmax= .311:Dmax= .616} 299:0032---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:perths 824.98 11.106 No_date 113:20 246.88 n/a + 03:PerS 34.40 .627 No_date 111:40 251.71 n/a [DT=20.00] SUM= 02:arbuck 859.38 11.688 No_date 113:20 247.07 n/a 299:0033---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 02:arbuck 859.38 11.688 No_date 113:20 247.07 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-arbuck.299 remark:arbuck 299:0034---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 02:arbuck 859.38 11.688 No_date 113:20 247.07 n/a [RDT=20.00] out<- 09:VGR2-2 859.38 11.647 No_date 113:40 247.07 n/a [L/S/n= 520./ .150/.035] {Vmax= .493:Dmax= 1.397} 299:0035---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 01:VG-6 94.20 1.592 No_date 112:20 251.81 .942 [CN= 95.0: N= 3.00] [Tp= 3.20:DT=20.00] # ROUTE CHANNEL IDout=[2], NHYD=["VG-6"], IDin=[1], # RDT=[20](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] N # ( 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"] 299:0036---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 02:VG-7 39.20 .682 No_date 112:00 251.21 .939 [CN= 95.0: N= 3.00] [Tp= 2.90:DT=20.00] 299:0037---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 02:VG-7 39.20 .682 No_date 112:00 251.21 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-VG-7.299 remark:VG-7 #***************************************************************************** # "JR-1" Added February 16, 2010 #***************************************************************************** 299:0038---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 03:JR-1 32.60 .650 No_date 109:20 251.21 .939 [CN= 95.0: N= 3.00] [Tp= 1.10:DT=20.00] 299:0039---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 02:VG-7 39.20 .682 No_date 112:00 251.21 n/a + 03:JR-1 32.60 .650 No_date 109:20 251.21 n/a [DT=20.00] SUM= 04:EX-1 71.80 1.276 No_date 110:40 251.21 n/a 299:0040---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 04:EX-1 71.80 1.276 No_date 110:40 251.21 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-EX-1.299 remark:EX-1 299:0041---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 04:EX-1 71.80 1.276 No_date 110:40 251.21 n/a [RDT=20.00] out<- 05:VG-7 71.80 1.274 No_date 111:00 251.21 n/a [L/S/n= 625./ .100/.035] {Vmax= .514:Dmax= .596} 299:0042---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 06:MD 1.30 .026 No_date 109:20 252.11 .943 [CN= 95.0: N= 3.00] [Tp= 1.00:DT=20.00] 299:0043---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 01:VG-6 94.20 1.592 No_date 112:20 251.81 n/a + 05:VG-7 71.80 1.274 No_date 111:00 251.21 n/a + 06:MD 1.30 .026 No_date 109:20 252.11 n/a [DT=20.00] SUM= 07:MAT-A 167.30 2.851 No_date 111:40 251.57 n/a 299:0044---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 07:MAT-A 167.30 2.851 No_date 111:40 251.57 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-MAT-A.299 remark:MAT-A 299:0045---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 07:MAT-A 167.30 2.851 No_date 111:40 251.57 n/a [RDT=20.00] out<- 08:MOORE 167.30 2.846 No_date 112:00 251.57 n/a [L/S/n= 600./ .100/.035] {Vmax= .632:Dmax= .913} 299:0046---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 07:VG-8 10.30 .205 No_date 109:20 252.11 .943 [CN= 95.0: N= 3.00] [Tp= 1.10:DT=20.00] 299:0047---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB STANDHYD 03:VG-9 11.40 .094 No_date 109:00 106.65 .399 [XIMP=.40:TIMP=.50] [Horton parameters: Fo= 76.20:Fc= 13.20:DCAY=4.14: F= .00] [Pervious area: IAper= 1.50:SLPP=1.50:LGP= 50.:MNP=.250:SCP= .0] [Impervious area: IAimp= .80:SLPI= .30:LGI= 530.:MNI=.013:SCI= .0] 299:0048---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- STORE HYD 04:POND1 84.67 .978 No_date 110:00 318.32 n/a 299:0049---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 03:VG-9 11.40 .094 No_date 109:00 106.65 n/a + 04:POND1 84.67 .978 No_date 110:00 318.32 n/a + 07:VG-8 10.30 .205 No_date 109:20 252.11 n/a + 08:MOORE 167.30 2.846 No_date 112:00 251.57 n/a + 09:VGR2-2 859.38 11.647 No_date 113:40 247.07 n/a [DT=20.00] SUM= 01:Fortun 1133.05 15.200 No_date 113:00 251.69 n/a 299:0050---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 01:Fortun 1133.05 15.200 No_date 113:00 251.69 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\H-Fortun.299 remark:Fortune 299:0051---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ROUTE CHANNEL -> 01:Fortun 1133.05 15.200 No_date 113:00 251.69 n/a [RDT=20.00] out<- 03:VGR2-3 1133.05 15.185 No_date 113:20 251.69 n/a [L/S/n= 750./ .200/.035] {Vmax= .780:Dmax= .826} 299:0052---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB STANDHYD 02:VG-10 20.30 .167 No_date 109:00 106.65 .399 [XIMP=.40:TIMP=.50] [Horton parameters: Fo= 76.20:Fc= 13.20:DCAY=4.14: F= .00] [Pervious area: IAper= 1.50:SLPP=1.50:LGP= 50.:MNP=.250:SCP= .0] [Impervious area: IAimp= .80:SLPI= .30:LGI= 560.:MNI=.013:SCI= .0] 299:0053---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 02:VG-10 20.30 .167 No_date 109:00 106.65 n/a + 03:VGR2-3 1133.05 15.185 No_date 113:20 251.69 n/a [DT=20.00] SUM= 09:VG 1153.35 15.247 No_date 113:20 249.14 n/a 299:0054---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 09:VG 1153.35 15.247 No_date 113:20 249.14 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\VG.299 remark:Flow from Van Gaal at Jock River 299:0055---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- CALIB NASHYD 03:JR-2 4.96 .100 No_date 109:00 252.21 .943 [CN= 95.0: N= 3.00] [Tp= .80:DT=20.00] 299:0056---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- * CALIB NASHYD 04:JR-3 6.86 .140 No_date 109:00 252.21 .943 [CN= 95.0: N= 3.00] [Tp= .20:DT=20.00] 299:0057---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- STORE HYD 06:POND2 45.53 .473 No_date 111:00 364.56 n/a 299:0058---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- ADD HYD 03:JR-2 4.96 .100 No_date 109:00 252.21 n/a + 04:JR-3 6.86 .140 No_date 109:00 252.21 n/a + 06:POND2 45.53 .473 No_date 111:00 364.56 n/a + 09:VG 1153.35 15.247 No_date 113:20 249.14 n/a [DT=20.00] SUM= 05:JockVG 1210.70 15.788 No_date 113:00 253.51 n/a 299:0059---------------ID:NHYD-------AREA----QPEAK-TpeakDate_hh:mm----R.V.-R.C.- SAVE HYD 05:JockVG 1210.70 15.788 No_date 113:00 253.51 n/a fname :Z:\PROJ\709(03~1\DESIGN\SWMHYMO\HGL\VGSPR~1\JockVG.299 remark:Flow From Subject Area At Jock River #START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[202] # ["50021012.stm"] #START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[205] # ["50051012.stm"] #START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[210] # ["50101012.stm"] #START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[225] # ["50251012.stm"] #START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[250] # ["50501012.stm"] #START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[299] # ["51001012.stm"] 299:0060----------------------------------------------------------------------- FINISH ------------------------------------------------------------------------------- ******************************************************************************* WARNINGS / ERRORS / NOTES ------------------------- 299:0013 CALIB NASHYD *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. 299:0026 CALIB NASHYD *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. 299:0027 CALIB STANDHYD *** NOTE: The pervious area has no runoff. 299:0047 CALIB STANDHYD *** NOTE: The pervious area has no runoff. 299:0052 CALIB STANDHYD *** NOTE: The pervious area has no runoff. 299:0056 CALIB NASHYD *** WARNING: Time step is too large for value of TP. R.V. may be ok. Peak flow could be off. Simulation ended on 2010-03-10 at 15:52:15 ===============================================================================