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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />PM CHANNEL 1 <br />Material: Riprao <br />Trapezoidal Channel <br />Bottom Lek Right ~ <br />~ ~ Freeboard Freeboard Freeboard <br />Slope (%)~ <br />Sideslope Sideslope <br />Width (ft) <br />~ ~ ~ .Mull:. x <br />' ~ <br />Rato ~ Ratio .. Depth (ft) <br />% Of Depth (VxD). ' <br />3.00 3.0:1 3.0:1 .30.0 <br />Simons/OSM Method -Steep Slope Design <br /> ~~ w/o'Freetioard-.. ` '~w/ F_reeboaid <br />Design Discharge: 3.80 cfis <br />Depth: 0.06 ft <br />Top Width: 3.35 ft <br />Velocity': <br />X-Section Area: 0.18 sq ft <br />Hydraulic Radius: 0.054 <br />Froude Numbers: <br />Manning's ns: <br />Dmin: 5.00 in <br />D50: 15.00 in <br />Dmax: 18.75 In <br />Velocity and Manning's n calculations may not apply for this method. <br />n <br />u <br />• <br />• <br />SEDCAD Utility qun Printed 10-03-2001 <br />