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SEDCAD 4.0 <br />Copynght 199(1 Pamela J Schwab <br />Cavil Software Design <br />• Prospect Ditch Sta. 0 to 15: Q=102.8 <br />Material: Riprap <br />Bosom Left Right <br />Sideslope Sideslope Slope (°6) Freeboard Freeboard Freeboard <br />Width (ft) <br />Ratio Ratio Depth (ft) °b of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 21.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> <br />r 1 <br />L ~ <br />SEDCAD Util~ly Run <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.51 ft 1.51 ft <br />Top Width: 13.0511 19.05 h <br />Velocity': <br />X-Section Area: 5.85 sq h <br />Hydraulic Ratlius: 0.443 <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 th15 method. <br />Printed 09-17-1998 <br />