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PHASE 2 EAST INTERIM-DIVERSION Type l/ 24-hr 100 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 8 <br />HydroCADO 8.00 s/n 004412 0 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Reach 2-D1: EAST DIVERSION D1 <br />• <br />[61] Hint: Submerged 18% of Reach 2-C1 bottom <br />Inflow Area = 25.100 ac, Inflow Depth = 0.91" for 100 FULL YEAR event <br />Inflow = 32.15 cfs @ 12.05 hrs, Volume= 1.913 of <br />Outflow = 30.55 cfs @ 12.09 hrs, Volume= 1.913 af, Atten= 5%, Lag= 2.5 min <br />Routing by Stor-Ind+Trans method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs <br />Max. Velocity= 7.30 fps, Min. Travel Time= 1.4 min <br />Avg. Velocity = 2.37 fps, Avg. Travel Time= 4.3 min <br />Peak Storage= 2,614 cf @ 12.06 hrs, Average Depth at Peak Storage= 1.05' <br />Bank-Full Depth= 1.25', Capacity at Bank-Full= 45.17 cfs <br />2.00' x 1.25' deep channel, n= 0.022 Earth, clean & straight <br />Side Slope Z-value= 2.0'P Top Width= 7.00' <br />Length= 605.0' Slope= 0.0211 T <br />Inlet Invert= 7,085.75', Outlet Invert= 7,073.00' <br />Reach 2-D1: EAST DIVERSION D1 <br />Hydrograph <br />• <br />36 <br />34 <br />32 <br />30 <br />28 <br />26 <br />24 <br />22 <br />920 <br />3 18 <br />LL 16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />Inflow Area=25.100 ac <br />Inflow=32.15 cfs <br />Outflow=30.55 cfs <br />Avg. Depth=1.05' <br />Max Vet=7.30 fps <br />n=0.022 <br />L=605.0' <br />S=0.0211 '/' <br />Capacity=45.17 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 />Inflow <br />Outflow