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• <br />• <br />PHASE 1 INITIAL EAST DIVERSIONS Type /124-hr Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 10 <br />HydroCADO 8.00 s/n 004412 0 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Reach 131: PHASE 1 EAST DIVERSION B1 <br />Inflow Area = 12.800 ac, Inflow Depth = 0.80" <br />Inflow = 14.28 cfs @ 12.04 hrs, Volume= 0.850 of <br />Outflow = 13.50 cfs @ 12.08 hrs, Volume= 0.850 af, Atten= 5%, Lag= 2.4 min <br />Routing by Stor-Ind+Trans method, Time Span= 2.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 4.44 fps, Min. Travel Time= 1.3 min <br />Avg. Velocity = 1.64 fps, Avg. Travel Time= 3.6 min <br />Peak Storage= 1,123 cf @ 12.06 hrs, Average Depth at Peak Storage= 1.16' <br />Bank-Full Depth= 1.50', Capacity at Bank-Full= 25.05 cfs <br />1.00' x 1.50' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 2.0 1.0? Top Width= 5.50' <br />Length= 355.0' Slope= 0.00857' <br />Inlet Invert= 7,085.00', Outlet Invert= 7,082.00' <br />Reach 131: PHASE 1 EAST DIVERSION 131 <br />Hydrograph <br />0 <br />M <br />15 <br />14 <br />13 <br />12 <br />11 <br />10 <br />9 <br />8 <br />Inflow Area=12.800 ac <br />Inflow=14.28 cfs <br />Outflow=13.50 cfs <br />Avg. Depth=1.16' <br />Max Vet=4.44 fps <br />n=0.022 <br />L=355.0' <br />S=0.0085 '/' <br />Capacity=25.05 cfs <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 --- -- <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 />- Inflow <br />Outflow <br />C