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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 21 <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting <br /> Bottom g Retardance Freeboard Freeboard 9 <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 1.3 D, B 2.63 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: 32.86 cfs 32.86 cfs <br /> Depth: 0.82 ft 3.45 ft 1.37 ft 4.00 ft <br /> Top Width: 16.92 ft 32.70 ft 20.19 ft 35.97 ft <br /> Velocity: 2.77 fps 1.50 fps <br /> X-Section Area: 11.86 sq ft 21.97 sq ft <br /> Hydraulic Radius: 0.690 ft 1.065 ft <br /> Froude Number: 0.58 0.25 <br /> Roughness 0.0478 0.1184 <br /> Coefficient: <br /> Structure #5(Ponds <br /> WFSP-1 Stock Pond <br /> Pond Inputs: <br /> Initial Pool Elev: 91.00 ft <br /> Initial Pool: 0.06 ac-ft <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 1.50 0.0150 98.00 0.90 0.00 <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 10.00 <br /> Pond Results: <br /> Peak Elevation: 100.17 ft <br /> Dewater Time: 1.07 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 />