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SEDCAD 4.0 <br />:opyright 1998 Pamela J. Schwab <br />civil Software Design <br />Post Mining Channel PM-2A <br />Material: Riprao <br />Trapezoida/Channel <br />'" Left <br />Bottom - Ibght Freeboard Fceboard Freetaard , <br />Sideslope : <br />Width (ft) -- <br />- ~.,Sdeslope:;r Slope (°k) ~ - " ~ <br />h <br />fD <br />th <br />D Mult: x. , <br />- <br />? <br />Rabo_;~. _ _ Rabo. - . ~ ,(ft) .~oo <br />. <br />ept <br />ep ._~(~~._ <br />5.00 3.0:1 3.0:1 14.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />- . ~ - .. , w/o Freeboard ~ _ jiv/ Freeboard;, . <br />Design Discharge: 7.00 cis <br />Depth: 0.13 R 1.13 R <br />Top Width: 5.78 ft 11.78 ft <br />Velodty*: <br />X-Section Area: 0.71 sq ft <br />Hydraulic Radius: 0.121 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 12-06-2001 <br />