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SEDCAD 4 for Windows <br />Rnnvrinhl loon _9nM 0 -1. 1 -Q,K -.h <br />• <br />Initial Pool: 1.02 ac -ft <br />Straight Pipe <br />Barrel Barrel <br />Area <br />(ac) <br />I Entrance Tailwater <br />Barrel <br />Manning's Spillway <br />6,659.90 <br />Diameter Length <br />0.000 <br />Loss Depth <br />Slope ( %) <br />n Elev (ft) <br />0.060 <br />(in) (ft) <br />0.000 <br />Coefficient (ft) <br />1.00 1000.00 0.101 <br />0.0240 6,669.001 <br />0.90 0.00 <br />Pond Results: <br />Peak Elevation:. 6,673.06 ft <br />Dewater Time: 0.00 days <br />Dewatering time is calculated from peak stage to lowestsplllway <br />Elevation - Capacity- Discharge Table <br />rI <br />Detailed Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />.(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />6,659.90 <br />0.000 <br />0.000 <br />0.000 <br />6,660.00 <br />0.060 <br />0.002 <br />0.000 <br />6,661.90 <br />0.077 <br />0.132 <br />0.000 <br />6,663.90 <br />0.098 <br />0.307 <br />0.000 <br />6,665.00 <br />0.110 <br />0.421 <br />0.000 <br />6,665.90 <br />0.123 <br />0.526 <br />0.000 <br />6,667.90 <br />0.154 <br />0.802 <br />0.000 <br />6,669.00 <br />0.173 <br />0.982 <br />0.000 <br />Spillway #1 <br />6, 669.20 <br />0.176 <br />1.017 <br />0.000 <br />6,669.90 <br />0.188 <br />1.145 <br />0.000 <br />6,670.00 <br />0.190 <br />1.163 <br />0.000 <br />6,671.00 <br />0.198 <br />1.357 <br />0.000 <br />6,671.90 <br />0.205 <br />1.538 <br />0.000 <br />6,673.06 <br />0.214 <br />1.784 <br />0.000 <br />0.00 Peak Stage <br />6,673.90 <br />0.221 <br />1.964 <br />0.000 <br />6,675.00 <br />0.230 <br />2.212 <br />0.000 <br />Filename: Portal Sump Designs_10Yr24Hr 1209.sc4 Printed 12 -17 -2009 <br />2.05.3- E2.F -1.7 12/09 <br />