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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Post Mining Channel PM-2 Lower <br />Material: Riprap <br />Trapezoidal Channel <br /> <br />Bottom -.`left ILght <br />"' Freeboard Freeboard Freeboard.. <br /> <br />Wtdth (ft) , Sadeslope <br />:Ratio Stdeslo <br />slo <br />Ratio <br />; -: <br />DePtii` <br />(R) <br />%of.Deptl~ <br />° . <br />. ; . <br />. ~~•- <br />6.00 3.0:1 3.0:1 10.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />~~ w/o,Freetioard ~ .,~w/Freeboard r: <br />Design Discharge: 19.70 ds <br />Depth: 0.28 R 1.28 R <br />Top Width: 7.70 R 13.70 R <br />velociry•: <br />X-Section Area: 1.94 sq R <br />Hydraulic Radius: 0.249 <br />Froude Number`: <br />Manning's nx: <br />Dmin: 2.00 in <br />D50: 6.00 in <br />Dmax: 7.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 12-06-2001 <br />