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PHASE 1 INITIAL WEST DIVERSION Type 11 24-hr Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 5 <br />HydroCAD® 8.00 s/n 004412 0 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Reach Al: WEST DIVERSION Al <br />Inflow Area = 9.300 ac, Inflow Depth = 0.95" <br />Inflow = 12.30 cfs @ 12.05 hrs, Volume= 0.735 of <br />Outflow = 11.95 cfs @ 12.07 hrs, Volume= 0.735 af, Atten= 3%, Lag= 1.2 min <br />Routing by Stor-Ind+Trans method, Time Span= 2.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 6.05 fps, Min. Travel Time= 0.7 min <br />Avg. Velocity = 2.20 fps, Avg. Travel Time= 2.0 min <br />Peak Storage= 527 cf @ 12.05 hrs, Average Depth at Peak Storage= 0.88' <br />Bank-Full Depth= 1.50', Capacity at Bank-Full= 39.63 cfs <br />1.00' x 1.50' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 1.0 2.07 Top Width= 5.50' <br />Length= 260.0' Slope= 0.0212? <br />Inlet Invert= 7,082.50', Outlet Invert= 7,077.00' <br />• <br />3 <br />0 <br />a <br />Reach Al: WEST DIVERSION Al <br />Hydrograph <br />2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 <br />Time (hours) <br />13- <br />11.95 cis <br />12 Inflow Area=9.300 ac <br />11, <br />10 Inflow=12.30 cfs <br />9.. Outflow=11.95 cfs <br />8 Avg. Depth=0.88' <br />7: Max Vet=6.05 fps <br />6 n=0.022 <br />5 L=260.0' <br />4 S=0.0212'/' <br />3 Capacity=39.63 cfs <br />2 <br />Inflow <br />Outflow <br />•