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U] <br />• <br />PHASE 1 INITIAL EAST DIVERSIONS Type 11 24-hr Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 12 <br />HydroCADO 8.00 s/n 004412 © 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Reach Tde1: INITIAL DIVERSION Tde-1 <br />Inflow Area = 30.600 ac, Inflow Depth = 0.97" <br />Inflow = 39.31 cfs @ 12.05 hrs, Volume= 2.484 of <br />Outflow = 37.36 cfs @ 12.10 hrs, Volume= 2.484 af, Atten= 5%, Lag= 3.4 min <br />Routing by Stor-Ind+Trans method, Time Span= 2.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 6.92 fps, Min. Travel Time= 1.8 min <br />Avg. Velocity = 2.37 fps, Avg. Travel Time= 5.3 min <br />Peak Storage= 4,186 cf @ 12.07 hrs, Average Depth at Peak Storage= 1.33' <br />Bank-Full Depth= 1.75', Capacity at Bank-Full= 71.17 cfs <br />1.50' x 1.75' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 2.0'P Top Width= 8.50' <br />Length= 760.0' Slope= 0.01587' <br />Inlet Invert= 7,058.00', Outlet Invert= 7,046.00' <br />Reach Tde1: INITIAL DIVERSION Tde-1 <br />Hydrograph <br />3 <br />0 <br />LL <br />42, 39.31 cfs <br />40 <br />37.36 cfs <br />38 Inflow Area=30.600 ac <br />36. <br />34:. Inflow=39.31 cfs <br />32 <br />30 Outflow=37.36 cfs <br />28: <br />26 Avg. Depth=1.33' <br />24 <br />22 Max Vet=6.92 fps <br />20 <br />18 n=0.022 <br />16 L=760.0' <br />14: <br />12 S=0.0158 '/' <br />10` <br />8: Capacity=71.17 cfs <br />6 <br />4 <br />2 <br />Inflow <br />Outflow <br />Time (hours)