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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Post Minina Channel PM-2A <br />Material: Riorao <br />Trapezoids/ Channel <br /> Left Wght Freeboard Freeboard Freeboard '; <br />Bottom Sideslope Sideslope ' Slape (°/nj ' ° MUIt x <br />Width'(ft) -.Ratto_ :`.~Raho _ .. Depth{t~' %ofDepth ;._MtD).~'= <br />5.00 3.0:1 3.0:1 20.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> <br />°--, _.,. .~F <br />~. w/o,Eree-board, ~ - <br />-'w/ Fjeetward:~-- <br />Design Discharge: 7.00 cfs <br />Depth: 0.10 ft 1.10 ft <br />Top Width: 5.58 R 11.56 R <br />Velocity*: <br />X-Section Area: 0.52 sq ft <br />Hyd2ulic Radius: 0.092 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 3.00 in <br />D50: 9.00 in <br />Dmax: 11.25 in <br />Velodry and Manning's n calculaUOns may not apply for this method. <br />Printetl 12-06-2001 <br />SEDCAD Utility Run <br />