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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 Erodible Channel Inputs: <br /> Material: Shales and hardpans <br /> Left Right Freeboard Limiting <br /> Bottom g Freeboard Freeboard 9 <br /> Sideslope Sideslope Slope(%) Manning's n Mult.x Velocity <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 2.00 1.0:1 7.0:1 5.1 0.0250 6.0 <br /> Erodible Channel Results: <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 48.54 cfs <br /> Depth: 0.93 ft <br /> Top Width: 9.47 ft <br /> Velocity: 9.06 fps <br /> X-Section Area: 5.36 sq ft <br /> Hydraulic Radius: 0.552 ft <br /> Froude Number: 2.12 <br /> Structure #3(Ve_Oetated Channel <br /> South Facilities 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: 40.50 cfs 40.50 cfs <br /> Depth: 1.04 ft 1.49 ft <br /> Top Width: 10.34 ft 13.89 ft <br /> Velocity: 6.29 fps 3.43 fps <br /> X-Section Area: 6.44 sq ft 11.80 sq ft <br /> Hydraulic Radius: 0.607 ft 0.828 ft <br /> Froude Number: 1.41 0.66 <br /> Roughness 0.0387 0.0873 <br /> Coefficient: <br /> Structure #2 (Ponds <br /> Filename:Appendix Exh.7-14WA 100 Year Storm Event.sc4 Printed 01-06-2021 <br />