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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Sotnvare Design <br />CRDA-2 West U~oer Diversion Ditch -Outlet Protection <br />Material: Riprap <br />Triangular Channel <br />Left Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) <br />Ra[o Ratio Depth (k) % of Depth (VxD) <br />3.0:1 3.0:1 50.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 4.13 ds <br />Depth: 0.08 ft <br />Top Width: 0.49 ft <br />Velocity*: <br />X-Section Area: 0.02 sq ft <br />Hydraulic Radius: 0.039 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 6.00 in <br />D50: 18.00 in <br />Dmax: 22.50 in <br />Velocity and Manning's n Calculations may not apply for this method. <br />SEDCAD Utility Run <br />Printed 70-24-2000 <br />CRDA2-13m 11/00 <br />