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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 19 <br /> Bottom <br /> Left Right Retardance Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Classes Mult. x Velocity <br /> Width (ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 12.00 3.0:1 3.0:1 1.5 D, B 2.56 7.0 <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: 45.89 cfs 45.89 cfs <br /> Depth: 0.90 ft 3.46 ft 1.44 ft 4.00 ft <br /> Top Width: 17.42 ft 32.78 ft 20.65 ft 36.01 ft <br /> Velocity: 3.45 fps 1.95 fps <br /> X-Section Area: 13.28 sq ft 23.52 sq ft <br /> Hydraulic Radius: 0.750 ft 1.114 ft <br /> Froude Number: 0.70 0.32 <br /> Roughness 0.0436 0.1005 <br /> Coefficient: <br /> Structure #7 j�Pond� <br /> WFSP-2 Stockpond <br /> Pond Inputs: <br /> Initial Pool Elev: 91.00 ft <br /> Initial Pool: 0.06 ac-ft <br /> Emergency Spillwax <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width (ft) <br /> 100.00 20.00 2.00:1 2.00:1 5.00 <br /> Straight Pipe <br /> Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br /> Diameter Length Loss Depth <br /> Slope(%) n Elev(ft) <br /> (in) (ft) Coefficient (ft) <br /> 12.00 100.00 1.00 0.0150 98.00 0.90 0.00 <br /> Pond Results: <br /> Peak Elevation: 100.20 ft <br /> Dewater Time: 0.91 days <br /> Dewatering time is calculated from peak stage to lowest spillway <br /> Filename:West Taylor Pond 25 YR-24 HR.sc4 Printed 01-05-2021 <br />