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REVISED 100 Yr POND-F Type // 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Printed 11/4/2008 <br />HydroCAD®8 50 s/n 004412 © 2007 HydroCAD Software Solutions LLC Page 5 <br />Summary for Reach F1: F-ROAD DITCH <br />• <br />0 <br />Inflow Area = 2.730 ac, 0.00% Impervious, Inflow Depth = 1.98" for 100 FULL YEAR event <br />Inflow = 8.84 cfs @ 11.97 hrs, Volume= 0.450 of <br />Outflow = 8.52 cfs @ 12.00 hrs, Volume= 0.450 af, Atten= 4%, Lag= 1.5 min <br />Routing by Stor-Ind+Trans method, Time Span= 0.00-100.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 7.19 fps, Min. Travel Time= 1.0 min <br />Avg. Velocity = 2.05 fps, Avg. Travel Time= 3.6 min <br />Peak Storage= 545 cf @ 11.99 hrs, Average Depth at Peak Storage= 0.53' <br />Bank-Full Depth= 0.75', Capacity at Bank-Full= 18.89 cfs <br />1.00' x 0.75' deep channel, n= 0.025 Earth, clean & winding <br />Side Slope Z-value= 2.0 3.0? Top Width= 4.75' <br />Length= 444.0' Slope= 0.0676'/' <br />Inlet Invert= 7,080.00', Outlet Invert= 7,050.00' <br />0 <br />u_ <br />8.8 f <br />8.52 cfs <br />--------------------- I _4,01;owArea=2.730 ac- <br />An. Depth'=0.53' <br />Max, Vet=_T.1_9 fps- _ <br />n=0.025_ _ <br />- <br />L=4-44.0' <br />S=0.0'676 '/' <br />Capapity=18.89 cfs <br />c Wn 1F In 75 'An 3 5 40 45 50 55 60 65 70 75 80 85 90 95 <br />Time (hours) <br />= inf10W <br />Outflow <br />Reach F1: F-ROAD DITCH <br />Hydrograph