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E <br />• <br />PHASE 3 FINAL EAST-DIVERSION Type 11 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 6 <br />HydroCAD® 8.00 s/n 004412 © 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Reach D1: EAST DIVERSION D1 <br />Inflow Area = 19.500 ac, Inflow Depth = 0.95" for 100 FULL YEAR event <br />Inflow = 25.98 cfs @ 12.04 hrs, Volume= 1.541 of <br />Outflow = 24.62 cfs @ 12.09 hrs, Volume= 1.541 af, Atten= 5%, Lag= 2.8 min <br />Routing by Stor-Ind+Trans method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 6.21 fps, Min. Travel Time= 1.5 min <br />Avg. Velocity = 2.22 fps, Avg. Travel Time= 4.3 min <br />Peak Storage= 2,347 cf @ 12.06 hrs, Average Depth at Peak Storage= 1.35' <br />Bank-Full Depth= 1.50', Capacity at Bank-Full= 32.17 cfs <br />1.00' x 1.50' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 2.0 1.07' Top Width= 5.50' <br />Length= 574.0' Slope= 0.0139T <br />Inlet Invert= 7,138.00', Outlet Invert= 7,130.00' <br />Reach D1: EAST DIVERSION D1 <br />Hydrograph <br />28 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />c 14 <br />LL <br />12 <br />10 <br />8 <br />6 <br />4 <br />Inflow Area=19.500 ac <br />Inflow=25.98 cfs <br />Outflow=24.62 cfs <br />Avg. Depth=1.35' <br />Max Vet=6.21 fps <br />n=0.022 <br />L=574.0' <br />S=0.0139 '/' <br />Capacity=32.17 cfs <br />0. <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 />2 <br />_ Inflow <br />Outflow <br />