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SEDCAD 4 for Windows <br /> !`nn.,rin h4 10°A 9n1n D-1� I Q,k--h <br /> 6 <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(%) Classes Mult. x Velocity <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 2.00 2.0:1 2.0:1 5.1 D, B 6.0 <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: 20.24 cfs 20.24 cfs <br /> Depth: 0.92 ft 1.38 ft <br /> Top Width: 5.67 ft 7.50 ft <br /> Velocity: 5.76 fps 3.10 fps <br /> X-Section Area: 3.52 sq ft 6.53 sq ft <br /> Hydraulic Radius: 0.576 ft 0.801 ft <br /> Froude Number: 1.29 0.59 <br /> Roughness 0.0404 0.0937 <br /> Coefficient: <br /> Structure #3(Ve_getated Channel <br /> South FaciiitieS Ditch <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 /> 2.00 1.0:1 7.0:1 5.2 D, B 6.0 <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: 16.44 cfs 16.44 cfs <br /> Depth: 0.76 ft 1.18 ft <br /> Top Width: 8.07 ft 11.46 ft <br /> Velocity: 4.30 fps 2.07 fps <br /> X-Section Area: 3.82 sq ft 7.95 sq ft <br /> Hydraulic Radius: 0.463 ft 0.677 ft <br /> Froude Number: 1.10 0.44 <br /> Filename:Appendix Exh.7-14WA 100 Year Storm Event.sc4 Printed 01-06-2021 <br />