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SEDCAD 4.0 <br />COpynght 1998 Pamela J Schwab <br />Civil Software Design <br />• Final East Pit Ditch Sta. 0 to 56: Q=102.4 <br />Material: Rigrap <br />Bottom Lett Right <br />Sideslope Sideslope Slope (°b) Freeboard Freeboard Freeboard <br />Width (h) <br />Ratio Ratio Depth (h) % 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 />,> <br />SEDCAD Utility Run <br /> w/o Freeboard w/ Freeboartl ~ <br />Depth: 0.51 h 1.51 h <br />Top Width: 13.04 h 19.04 h <br />Velocity': <br />X-Section Area: 5.83 sq h <br />Hydraulic Radius: 0.442 <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 nol apply for this method. <br />Printed 09-17-1998 <br />