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SEDCAD 4.0 <br />Copynght t 999 Pamela J. SUwab <br />Civil Software Design <br />Prospect Ditch Sta. 0 to 15: Q=102.8 <br />Material: Riprap <br />Bottom Left Right <br />Sideslope Sideslope Slope (%) Freeboard Freeboard Freeboard <br />Width (h) <br />Ratio Ratio Depth (h) °6 of Depih Mult. x (VxD) <br />10.00 3.0:1 3.0:1 12.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.69 h 1.69 h <br />Top Width: 14.15 N 20.15 h <br />Velocity': <br />X-Section Area: 8.34 sq h <br />Hydraulic Radius: 0 Set <br />Froude Number': <br />Manning's n': <br />Dmin: 4.00 in <br />DSO: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />l <br />J <br />SEDCAD Utility Run Printed 09-17-1998 <br />