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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 5 <br /> Structure Detail: <br /> Structure #6(Vegetated Channel <br /> West Section 16 Ditch 45+00 to 63+57 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Tall fescue <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 /> 10.00 4.0:1 2.0:1 3.0 D, B 1.00 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: 3.01 cfs 3.01 cfs <br /> Depth: 0.25 ft 1.25 ft 0.55 ft 1.55 ft <br /> Top Width: 11.51 ft 17.51 ft 13.29 ft 19.29 ft <br /> Velocity: 1.11 fps 0.47 fps <br /> X-Section Area: 2.71 sq ft 6.39 sq ft <br /> Hydraulic Radius: 0.234 ft 0.475 ft <br /> Froude Number: 0.40 0.12 <br /> Roughness 0.0880 0.3327 <br /> Coefficient: <br /> Structure #5(Vegetated Channel <br /> West Section 16 Ditch at 45+00 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Tall fescue <br /> Left Right Freeboard Limiting <br /> 9 Freeboard Freeboard g <br /> Bottom Retardance <br /> Sideslope Sideslope Slope(%) Classes Mult. x Velocity <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 2.00 1.0:1 7.0:1 3.0 D, B 7.0 <br /> Vegetated Channel Results: <br /> Filename:Section 16 25 YR 24 HR Postmining Case.sc4 Printed 01-05-2021 <br />