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SEDCAD 4 for Windows <br /> 8 <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 8.50 1.510 3.055 0.000 Spillway*1 <br /> 8.81 1.620 3.548 6.433 14.20 Peak Stage <br /> 9.00 1.660 3.847 10.330 <br /> 9.50 1.802 4.712 29.217 <br /> 10.00 1.950 5.650 41.684 Spillway*2 <br /> 10.50 2.092 6.660 46.090 <br /> 11.00 2.240 7.743 82.518 <br /> Detailed Discharge Table <br /> Combined <br /> Elevation Drop Inlet Emergency Total <br /> (ft) (cfs) Spillway(cfs) Discharge <br /> (cfs) <br /> 6.29 0.000 0.000 0.000 <br /> 6.50 0.000 0.000 0.000 <br /> 7.00 0.000 0.000 0.000 <br /> 7.50 0.000 0.000 0.000 <br /> 8.00 0.000 0.000 0.000 <br /> 8.50 0.000 - 0.000 0.000 <br /> 9.00 10.330 0.000 10.330 <br /> 9.50 29.217 0.000 29.217 <br /> 10.00 41.664 0.000 41.684 <br /> 10.50 43.344 2.746 46.090 <br /> 11.00 44.293 38.225 82.518 <br /> Structure #2 (&nd1 <br /> No-Name #4 <br /> Pond Inputs: <br /> Initial Pool Elev: 12.00 ft <br /> Initial Pool: 0.73 ac-ft <br /> *Sediment Storage: 4.90 ac-ft <br /> Dead Space: 20.00% <br /> *Sediment capacity was entered by user <br /> Drop InlRiser et <br /> Diameter Riser Height Diameter Barrel Barrel Slope Manning's n Spillway Bev <br /> (in) (ft) (in) Length(ft) (%) (ft) <br /> 36.00 14.00 24.00 80.00 1.00 0.0150 14.50 <br /> Filename:No Name 10-year event.so4 Printed 04-01-2020 <br />