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SEDCAD 4 for Windows <br /> !`nn.,rin h4 10°A 9n1n D-1� I Q,k--h <br /> 10 <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 /> Velocity: 4.19 fps 2.14 fps <br /> X-Section Area: 2.57 sq ft 5.03 sq ft <br /> Hydraulic Radius: 0.309 ft 0.502 ft <br /> Froude Number: 1.32 0.53 <br /> Roughness 0.0538 0.1456 <br /> Coefficient: <br /> Structure #26(Nulls <br /> Null Confluence Trib 2 <br /> Structure #25(Vegetated Channel <br /> EF5P-2 to Station 124+03 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <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 4.7 D, B 3.28 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: 14.89 cfs 14.89 cfs <br /> Depth: 0.40 ft 3.68 ft 0.72 ft 4.00 ft <br /> Top Width: 14.39 ft 34.07 ft 16.32 ft 36.00 ft <br /> Velocity: 2.83 fps 1.46 fps <br /> X-Section Area: 5.27 sq ft 10.20 sq ft <br /> Hydraulic Radius: 0.363 ft 0.616 ft <br /> Froude Number: 0.82 0.33 <br /> Roughness 0.0579 0.1599 <br /> Coefficient: <br /> Structure #24 (Ponds <br /> EF5P-2 Stockpond <br /> Pond Inputs: <br /> Initial Pool Elev: 92.00 ft <br /> Initial Pool: 0.15 ac-ft <br /> Filename:West Taylor Pond 25 YR-24 HR.sc4 Printed 01-05-2021 <br />