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SEDCAD 4 for Windows <br /> !`nn.,rin h4 1aaA 9n1n D-1� I Q,k--h <br /> 7 <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: 0.16 cfs 0.16 cfs <br /> Depth: 0.07 ft 1.07 ft 0.23 ft 1.23 ft <br /> Top Width: 10.45 ft 16.45 ft 11.40 ft 17.40 ft <br /> Velocity: 0.22 fps 0.07 fps <br /> X-Section Area: 0.77 sq ft 2.49 sq ft <br /> Hydraulic Radius: 0.073 ft 0.217 ft <br /> Froude Number: 0.14 0.02 <br /> Roughness 0.2072 1.4093 <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 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 /> 2.00 1.0:1 7.0:1 3.0 D, B 7.0 <br /> Vegetated Channel Results: <br /> Filename:Section 16 10 YR 24 HR Postmining Case.sc4 Printed 01-05-2021 <br />