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SEDCAD 4 for Windows <br /> (`nnvnnht 1 QQR.. f 1 n Pamola I Crhwah <br /> 10 <br /> Material: Smooth brome <br /> Left Right Freeboard Freeboard Freeboard Limiting <br /> Bottom Retardance <br /> Sideslope Sideslope Slope(%) Mult.x Velocity <br /> Width (ft) Ratio Ratio Classes Depth(ft) %of Depth (VxD) (fps) <br /> 12.00 2.0:1 2.0:1 14.6 D, B 1.00 5.0 <br /> Vegetated Channel Results: <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br /> Design Discharge: 0.00 cfs 0.00 cfs <br /> Depth: 0.00 ft 0.00 ft <br /> Top Width: 0.00 ft 0.00 ft <br /> Velocity: 0.00 fps 0.00 fps <br /> X-Section Area: 0.00 sq ft 0.00 sq ft <br /> Hydraulic Radius: 0.000 ft 0.000 ft <br /> Froude Number: 0.00 0.00 <br /> Roughness Coefficient: 0.0691 0.0000 <br /> Structure #31 (Pond) <br /> Pond PD1 <br /> Pond Inputs: <br /> Initial Pool Elev: 7,355.00 ft <br /> Initial Pool: 0.88 ac-ft <br /> Emergency Spillway <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width(ft) <br /> 7,356.00 20.00 2.00:1 2.00:1 20.00 <br /> Pond Results: <br /> Peak Elevation: 7,356.10 ft <br /> Dewater Time: 0.53 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Elevation-Capacity-Discharge Table <br /> Filename:Prospect Pond 25 Yr 24 Hr Storm Event.sc4 Printed 01-06-2020 <br />