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SEDCAD 4.0 <br />Copyright 1998 Pamela J Schwab <br />Cavil Software Design <br /> <br />Final East Pit Ditch Sta. 0 to 56: Q=102.4 <br />Material: Riprap <br />Bottom Left Right <br />Sideslope S~deslope Slope (°6) Freeboard Freeboard Freeboard <br />Width (ft) <br />Ratio Ratio Depth (tt) % of Depth Mull. x (VxD) <br />10.00 3.0:1 3.0:1 26.O 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.41 tt 1.41 ft <br />Top Width: 12.48 ft 18.48 ft <br />Velocity': <br />X-Section Area: 4 65 sq tt <br />Hydraulic Radius: 0.369 <br />Froude Number': <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 />J <br /> <br />SEDCAD Utility Run Printed 09-17-7998 <br />