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SEDCAD 4.0 <br />Copynghl 199a Pamela J Schwab <br />Gvd Software Design <br />• Prospect Ditch Sta. 0 to 15: Q=102.8 <br />Material: Riorap <br />Bottom Left Right <br />Sideslope Sideslope Slope (°6) Freeboard Freeboard Freeboard <br />Width (tt) <br />Ratio Ratio DeDlh (h) °; of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 20.O 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.53 k 1.53 tt <br />Top Width: 13.17 ft 19.17 ft <br />Velocity': <br />X-Section Area: 6.12 sq K <br />Hydraulic Radius. 0.459 <br />Froude Number` <br />Mannrng's n': <br />Dmin: 5.00 in <br />D50: 15.00 in <br />Dmax: 16.75 in <br />Velocity and Manning's n calculations may not apply for Ihis method. <br /> <br />• <br />SEDCAD Utility Run Printed 09-17-1996 <br />