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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Sofhvare Design <br />Material: Riprap <br />Triangular Channel <br />Lek Right Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mull. x <br />Ratio Ratio Depth (R) % of Depth (VxD) <br />3.0:1 3.0:1 66.0 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 6.96 cfs <br />Depth: 0.10 ft <br />Top Width: 0.61 R <br />velocity': <br />X-Section Area: 0.03 sq k <br />Hydraulic Radius: 0.048 <br />Froude Numbers: <br />Manning's n': <br />Dmin: 7.00 in <br />D60: 21.00 in <br />Dmax: 26.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />SEDCAD U[ility Run <br />CRDA2-131 <br />Printed 10-24-2000 <br />11 /00 <br />