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SEDCAD 4 for Windows <br /> !`nn.,rin h4 10°A 9n1n D-1� I Q,k--h <br /> 19 <br /> Detailed Discharge Table <br /> Combined <br /> Elevation Straight Pipe Emergency Total <br /> (ft) (cfs) Spillway(cfs) Discharge <br /> (cfs) <br /> 90.00 0.000 0.000 0.000 <br /> 91.00 0.000 0.000 0.000 <br /> 92.00 0.000 0.000 0.000 <br /> 93.00 0.000 0.000 0.000 <br /> 94.00 0.000 0.000 0.000 <br /> 95.00 0.000 0.000 0.000 <br /> 96.00 0.000 0.000 0.000 <br /> 97.00 0.000 0.000 0.000 <br /> 98.00 0.000 0.000 0.000 <br /> 99.00 (3)>2.094 0.000 2.094 <br /> 100.00 (5)>4.263 0.000 4.263 <br /> 101.00 (6)>5.033 25.483 30.516 <br /> 102.00 (6)>5.701 93.036 98.736 <br /> 103.00 (6)>6.275 200.972 207.246 <br /> Structure #23(VeOetated Channel <br /> EF5P-1 to EFSP-2 Veg Channel <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting <br /> 9 Freeboard Freeboard 9 <br /> Bottom Retardance <br /> Sideslope Sideslope Slope(%) Cl Mult. x Velocity <br /> Width(ft) Ratio Ratio asses Depth (ft) %of Depth (VxD) (fps) <br /> 12.00 3.0:1 3.0:1 1.5 D, B 2.51 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: 51.68 cfs 51.68 cfs <br /> Depth: 0.95 ft 3.46 ft 1.49 ft 4.00 ft <br /> Top Width: 17.69 ft 32.75 ft 20.96 ft 36.02 ft <br /> Velocity: 3.67 fps 2.10 fps <br /> X-Section Area: 14.09 sq ft 24.60 sq ft <br /> Hydraulic Radius: 0.783 ft 1.147 ft <br /> Froude Number: 0.72 0.34 <br /> Roughness 0.0422 0.0952 <br /> Coefficient: <br /> Filename:West Taylor Pond 10 YR-24 HR.sc4 Printed 01-05-2021 <br />