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SEDCAD 4.0 <br />Copynght 1999 Pamela J. Schwab <br />Cirri Software Design <br />• Final East Pit Ditch Sta. 0 to 56: Q=102.4 <br />Material: Riprap <br />Bottom Sides ope Bidets otpe Slope (°;) Freeboard Freeboard Freeboard <br />Width (ft) Ratio Ratio Depth (tt) % of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 8.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.75 ft 1.75 it <br />Top Widih: 14.49 h 20.49 H <br />Velocity': <br />X-Section Area: 9.16 sq h <br />Hydraulic Radius: 0.622 <br />Froude Number': <br />Manning's n': <br />Dmin: 4.00 in <br />D50: 12.00 in ~. <br />Dmax: 15 00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />u <br />• <br />SEDCAD Utility Run <br />Printed 09-17-1998 <br />