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<br /> <br />PHASE 3 FINAL EAST-DIVERSION Type 11 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 7 <br />HydroCAD® 8.00 s/n 004412 © 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Reach E1: EAST DIVERSION E1 <br />Inflow Area = 22.850 ac, Inflow Depth = 0.96" for 100 FULL YEAR event <br />Inflow = 28.72 cfs @ 12.08 hrs, Volume= 1.836 of <br />Outflow = 28.29 cfs @ 12.09 hrs, Volume= 1.836 af, Atten= 2%, Lag= 1.1 min <br />Routing by Stor-Ind+Trans method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 14.39 fps, Min. Travel Time= 0.6 min <br />Avg. Velocity = 4.97 fps, Avg. Travel Time= 1.8 min <br />Peak Storage= 1,051 cf @ 12.08 hrs, Average Depth at Peak Storage= 0.78' <br />Bank-Full Depth= 1.00', Capacity at Bank-Full= 49.77 cfs <br />1.00' x 1.00' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 2.07' Top Width= 5.00' <br />Length= 528.0' Slope= 0.1345T <br />Inlet Invert= 7,129.00', Outlet Invert= 7,058.00' <br />Reach E1: EAST DIVERSION E1 <br />Hydrograph <br />Inflow Area=22.850 ac <br />Inflow=28.72 cfs <br />Outflow=28.29 cfs <br />Avg. Depth=0.78' <br />Max Vet=14.39 fps <br />n=0.022 <br />L=528.0' <br />S=0.1345'/' <br />Capacity=49.77 cfs <br />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 />32 <br />30 <br />28 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />a <br />Y. 14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />Inflow <br />Outflow <br />0