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SEDCAD 4 for Windows <br />Pnnarinhl ~D°N D~mnla I R~humh <br />Structure Detai/,• <br />Structure #1 ~Nu!l) <br />Structure #2 ~Null,J <br />Structure #3 (Nut/) <br />Structure #4 /Null) <br />Structure #5 LPond) <br />Pond Inputs: <br />Initial Pool Elev: 6,944.00 <br />Initial Pool: 2.87 ac-ft <br />*Sediment Storage: 0.00 ac-ft <br />Dead Space: 20.00 <br />*No sediment capacity defined <br />Perforated Riser <br /> <br />Riser Riser Height Barrel garret Barrel Slope Number of <br />' <br />Diameter (ft) Diameter Leng[h (ft) (%) Manning <br />s n Spillway Elev Holes per <br />(in) (in) Elev <br />18.00 10.00 18.00 122.00 4.00 0.0250 6,952.00 2 <br />Emergency Saillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,954.00 20.00 2.OD:1 2.00:1 20.00 <br />Pond Results: <br />Peak Elevation: 6,955.02 <br />H'graph Detention Time: 6.60 hrs <br />Pond Model: CSTRS <br />Dewater Time: 1.84 days <br />Trap Efficiency: 38.39 <br />Dewatering time is calcu/aced from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br />Filename: EastTaylor-SpillwayDesign.sc4 Printed OS-~ 1-2002 <br />