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SEDCAD 4 for Windows <br /> ('A-6 ht IQOR_9(14 f1 p�maln I Qrh_.F, <br /> 7 <br /> Structure Detail: <br /> Structure #1 (Null) <br /> Structure #2(Null) <br /> Structure #3(Pond) <br /> Coyote Dam <br /> Pond Inputs: <br /> Initial Pool 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 /> DropIInlet <br /> Riser Barrel <br /> Diameter Riser Height Barrel Barrel Slope Spillway Elev <br /> (ft) Diameter Length{ft) (%) Manning's n ft <br /> (in) (in) ( ) <br /> 36.00 17.80 36.00 140.00 1.00 0.0240 6,311.00 <br /> Emergency S illwa <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: 6,311.15 ft <br /> H'graph Detention Trme: 4.15 hrs <br /> Pond Model: CSTRS <br /> Dewater Time: 1.62 days <br /> Trap Efficiency: 97.06% <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Filename: Coyote 10-year, 24-hour event, PP at 6311, P5 at 6311 sediment at 6307.5.sc4 Printed 10-20-2020 <br />