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SEDCAD 4.0 <br />Copyngnt 1998 Pamela J Schwab <br />Gvil Sorlware Design <br />• Final East Pit Ditch Sta. 0 to 56: Q=102.4 <br />Material: Riorap <br />Bosom Left <br />Sideslope Right <br />Sideslope <br />Slope (%6) Freeboard Freeboard Freeboard <br />Width (ft) <br />Ratio <br />Ratio Depth (ft) % of Depth Mult. x (VxD) <br />10.00 3.0'1 3.0:1 14.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard i, <br />Depth: 0.65 ft 1.65 ft ~' <br />Top Width: 13.89 ft 19.89 ft <br />Velocity': <br />X-Section Area: 7.75 sq H <br />Hydraulic Radius: 0.549 <br />Froude Number': <br />Manning's n': <br />Dmim a.00 in <br />D50: 12.00 in <br />Dmax: 15 00 m <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />• <br />SEDCAD Utility Run <br />Printed 09-17-1998 <br />