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PHASE 1 INITIAL EAST DIVERSIONS Type 1124-hr Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 13 <br />HydroCADO 8.00 s/n 004412 © 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Pond GHI: GHI-la <br />[61] Hint: Submerged 2% of Reach Tc1 bottom <br />[61] Hint: Submerged 6% of Reach Tde1 bottom <br />Inflow Area = 51.540 ac, Inflow Depth = 0.90" <br />Inflow = 56.96 cfs @ 12.10 hrs, Volume= 3.845 of <br />Outflow = 56.96 cfs @ 12.10 hrs, Volume= 3.845 af, Atten= 0%, Lag= 0.0 min <br />Primary - 56.96 cfs @ 12.10 hrs, Volume= 3.845 of <br />Routing by Stor-Ind method, Time Span= 2.00-30.00 hrs, dt= 0.05 hrs <br />Peak Elev= 7,046.76'@ 12.10 hrs <br />Flood Elev= 7,047.00' <br />Device Routing Invert Outlet Devices <br />#1 Primary 7,044.00' 36.0" x 30.0' long Culvert X 2.00 <br />CMP, projecting, no headwall, Ke= 0.900 <br />Outlet Invert= 7,043.50' S= 0.0167'1' Cc= 0.900 <br />n= 0.025 Corrugated metal <br />Primary OutFlow Max=56.51 cfs @ 12.10 hrs HW=7,046.74' (Free Discharge) <br />t-1=Culvert (Barrel Controls 56.51 cfs @ 5.47 fps) <br />Pond GHI: GHI-la <br />Hydrograph <br />W <br />3 <br />0 <br />U. <br />56.96 cfs <br />Inflow Area=51.540 ac <br />Inflow=56.96 cfs <br />Primary=56.96 cfs <br />Peak Elev=7,046.76' <br />36.0" x 30.0' Culvert <br />20 <br />10 <br />2 3 4 S b / 0 U l u 11 1/- w w i v -v ? t <br />Time (hours) <br />Inflow <br />- Primary <br />•