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SEDCAD 4.0 <br /> (`nnvnnhl 9000L9nin D-1. I Gh,•roh <br /> 1 <br /> WS-11, Outlet Channel <br /> Material: Riprap <br /> Trapezoidal Channel <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> Sideslope Sideslope Slope(%) <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth Mult.x(VxD) <br /> 20.00 3.0:1 3.0:1 7.0 1.00 <br /> Simons/OSM Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 494.00 cfs <br /> Depth: 1.60 ft 2.60 ft <br /> Top Width: 29.58 ft 35.58 ft <br /> Velocity*: <br /> X-Section Area: 39.60 sq ft <br /> Hydraulic Radius: 1.315 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 7.00 in <br /> D50: 21.00 in <br /> Dmax: 26.25 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> SEDCAD Utility Run Printed 03-02-2020 <br />