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PHASE 2 INTERIM WEST-DIVERSION Type Il 24-hr 900 FULL YEAR Rainfall=2.90" <br />Prepared by Greg Lewicki & Associates Page 8 <br />HydroCAD® 8.00 s/n 004412 0 2006 HydroCAD Software Solutions LLC 4/17/2007 <br />Pond WP-1: WHIRLWIND PORTAL CULVERT 1 <br />• <br />[61] Hint: Submerged 27% of Reach B2 bottom <br />Inflow Area = 12.800 ac, Inflow Depth = 0.80" for 100 FULL YEAR event <br />Inflow = 13.61 cfs @ 12.07 hrs, Volume= 0.850 of <br />Outflow = 13.61 cfs @ 12.07 hrs, Volume= 0.850 af, Atten= 0%, Lag= 0.0 min <br />Primary = 13.61 cfs @ 12.07 hrs, Volume= 0.850 of <br />Routing by Stor-Ind method, Time Span= 2.00-30.00 hrs, dt= 0.05 hrs <br />Peak Elev= 7,085.73'@ 12.07 hrs <br />Flood Elev= 7,087.50' <br />Device Routing Invert Outlet Devices <br />#1 Primary 7,083.50' 24.0" x 40.0' long Culvert CMP, square edge headwall, Ke= 0.500 <br />Outlet Invert= 7,083.00' S= 0.01257' Cc= 0.900 <br />n= 0.025 Corrugated metal <br />Primary OutFlow Max=13.24 cfs @ 12.07 hrs HW=7,085.69' (Free Discharge) <br />t-1=Culvert (Barrel Controls 13.24 cfs @ 4.80 fps) <br />15 <br />14 <br />13 <br />12 <br />11 <br />10 <br />9 <br />v 8 <br />0 7 <br />LL <br />6 <br />5 <br />4 <br />3 <br />2 <br />Pond WP-1: WHIRLWIND PORTAL CULVERT 1 <br />Hydrograph <br />1 <br />0 <br />2 <br />Inflow Area=12.800 ac <br />Inflow=13.61 cfs <br />Primary=13.61 cfs <br />Peak Elev=7,085.73' <br />24.0" x 40.0' Culvert <br />Time (hours) <br />- Inflow <br />Primary • <br />