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North Eagleview Regional Drainage cannel <br />Fin I Design - Modify Eaaleview Pond D 11 ay fl me over #3 Ditch BBcfs t00 yr storm XP-SWMM RUN aev3-100 zp <br />- XXtAeYtl##ii$$#$iiAtt#A t$###t#t#$/##A###AXA# <br />• $ RUNOFF JOB CONTROL $ <br />$####$###tA <br />A$#### <br />$$$ <br /> - <br />titte$Xt##$Atte#r#$#$$ <br />$ <br />• ~ Snowmelt pazameter - IBNOW ....... ............ .... 0 <br />/ Numbez of rain gages - NRGA6 ..................... 0 <br /> Quality is not simu latetl - KWALTY ................ 0 <br />'I Default evaporation rate used - IVAP........ 0 <br /> Nour of day at start of storm - NHR .............. 0 <br /> Minute of hour at start of storm - NMN........... 0 <br /> Time TZERO at start of storm (hoursl ..... ........ 0.000 <br /> Use U.S. Customary units for most I/O - METRIC... 0 <br />- Runoff input print control... 0 <br />• Runoff graph plot control.... 0 <br /> Runoff output print control.. 2 <br /> <br />1 Limit number of groundwater cmvergence messages to 10000 <br />~ Print headers every 50 lines - NOHEAD (o=yes, 1=n o) 0 <br />Print land use load petnentages -LANDUPR (0=no, 1=yes) 0 <br />Month, day, year of start of storm is: 6/ 1/ 9fi <br />Wet time step length (seconds)....... 60.0 <br />Dry time step length (seconds)....... Bfi900.0 <br />Wet/DCy time step length (seconds)... 60.0 <br />Simulation length is...... 24.0 Hours <br />If Horton infiltration model is being used <br />A mixture of infiltration options may be used in <br />XP-SWMM2000 as a watershed specific option. <br />Rate for regeneration of infiltration REGEN " DECAY <br />Decay is read in for each subca tchment <br />REGEN = ............................................. 0.01000 <br />AAAAAti i#8/AAt$tlXX#Att#A$#AAAAABi X##AN####XA##A##NA#N NAA <br />A Processed Precipitation will be cead on SIN (1) # <br />ttt8t#tiA$Api ANttt##A##kAAi#AA#8A###A##X#A#tN#AX#XAiA t#A <br />etli#AA$#tttttttt##t $AA%#iAA#A <br />t Data Group F1 i <br />i Evaporation Rate (in/tlay) $ <br />YY%%AY%A%AAANYA YYYY YYY%%MY%%% <br />JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC. <br />o.loo o loo o loo o loo o loo o.loo o.loo o.loD o loo o loo o loo o.loo <br />No Channel or Pipe Network <br />* This is a good idea, the hydraulic routing <br />' in your network shou ltl be tlone in either ' <br />+ the Transport Layer or Ex tran Layer of SWMM. + <br />$####tiitiiii###tA#$#Ai##iA############$####tti#t## <br /># Table R1. S U B C A T C H M E N T D A T A # <br />A Physical Hydrology Data # <br />########A#iei#tNA#Yi##A#############AAAA#AN##AAAA## <br />Dep rs Deprs Prcnt <br />Per- -sion -sion Zero <br />Subcatchment Channel Width Area cent Slope "n" ^n" Storge Strge Deten <br />Number Name or inlet ft ac Imperv ft/ft Imprv Perv Imp cv Pe rv -Lion <br />1 F CBC=1+B1A1 F CBC 1+81 1366 0 46 B00 1.00 0.010 0 019 0.030 0.060 0.200 0.00 <br />AAAAAAA$tlA#iAA4####tt##t NNAAk#tlAN%ANN##A#N#A#tNNYX####t##RAtA/##X####AANY#XtAAR/ANNA#MAX#@AN <br />{ Table R2. SUeCATCHMENT DATA A <br />$ Infiltration Bata µ <br />t # <br />4 Infiltration Type Infl #1 Infl tl2 Infl #3 Infl #9 tl <br />A SCS -> Comp CN Time Conc Shape Factor Depth o[ Fraction # <br />/ 58UH -> Comp CN Time Conc N/A N/A # <br />$ Green AmpL -> Suction Hydr Cond Initial PID N/A # <br />A Horton -> Max Rate Min Rate Decay Rate (1/sec) Na x. Infilt. Volume µ <br />A Pr oportiortal -> Constant N/A N/A N/A # <br />t Initial/Coot Loss -> Initial Continuing N/A N/A # <br />Initial/Proportional-> Initial Constant N/A N/A tl <br /># Laurenson Pa ramters -> B Value Pervious "n^ Impervious Cont Exponent µ <br />4A9AYARA t#AA AAAAAtltl#Ai####RNtXRAXtt#ANY###tltl#AY#tlt#A#AM#AAtYN##t#tt#Atl#AA#AAAtlAtlfAAAAA AAAµ## <br />Model °gev3-100.xp" Poge 3 of 38 <br />