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SEDCAD 4 for Windows <br />(`nnvrinhf loop -9nln Pemch I Qnlo...K <br />Culvert SC -1I <br />Structure #36 (Null) <br />Ditch CH -2 <br />Structure #31 (Pond) <br />Pump Discharge (150 gpm) <br />Pond Inputs: <br />Pond Results: <br />55 <br />Initial Pool Elev: 0.01 ft <br />Initial Pool: <br />0.00 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />0.00% <br />*No sediment capacity defined <br />Peak Elevation: <br />H'graph Detention Time: <br />Pond Model: <br />Dewater Time: <br />0.70 ft <br />14.75 hrs <br />CSTRS <br />1.54 days <br />Trap Efficiency: 0.00% <br />Dewatenng time is calculated from peak stage to lowest spillway <br />Elevation- Capacity- Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />0.00 <br />0.000 <br />0.000 <br />0.000 <br />Top of Sed. Storage <br />0.01 <br />1.010 <br />0.003 <br />0.000 <br />0.50 <br />1.241 <br />0.554 <br />0.340 <br />19.59* <br />0.70 <br />1.350 <br />0.824 <br />0.340 <br />17.35 Peak Stage <br />1.00 <br />1.500 <br />1.238 <br />0.340 <br />1.50 <br />2.000 <br />2.110 <br />0.340 <br />*Designates times) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />Filename: 25 year Event Pond 002.sc4 Printed 05 -23 -2012 <br />