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SEDCAD 4 for Windows <br /> 7 <br /> Structure Detail; <br /> Structure #1 Null <br /> Structure #Z(Null) <br /> Structure #3 Pond <br /> Coyote Dam <br /> Pond Inputs: <br /> Initial Poo! Elev: 6,311.00 ft <br /> Initial Pool: 30.00 ac-ft <br /> *Sediment Storage: 44.89 ac-ft <br /> Dead Space: 20.00% <br /> *Sediment capacity was entered by user <br /> Drop Inlet <br /> Riser Barrel <br /> Riser Height Barrel Barrel Slope Spillway Elev <br /> Diameter (ft) Diameter Length(ft) (%) Manning's n (�) <br /> (in) (in) <br /> 36.00 17.80 36.00 140.00 1.00 0.0240 6,311.00 <br /> Emergency Spillway <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width (ft) <br /> 6,313.00 215.00 1.50:1 1.50:1 50.00 <br /> Pond Results: <br /> Peak Elevation: 6,311.37 ft <br /> H'graph Detention Time: 4.15 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 1.64 days <br /> Trap Efficiency: 89.63% <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Ca aci -Dischar e Table <br /> Filename:Coyote 25-year,24-hour event, PP at 6311, PS at 6311 sediment at 6307.5.sc4 Printed 10-20-2020 <br />