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SEDCAD 4.0 <br />~.,..,,~..~.~ ~°°a o„~<i~ ~ e,.n..,~n <br />~ Check Rinrap Channel Section F-F <br />Material: RIDraD <br />Trapezoidal Channel <br />Left Right <br />~ Freeboard Freeboard Freeboard <br />h ~R) Sideslope Sideslope Slope (%) <br />Wtlt Depth (R) % of Depth Mult. x <br />Ratio Ratio (VxD) <br />3.00 1.5:1 1.5:1 25.0 3.00 <br />Simons/OSM Method -Steep Slope Design <br />U <br />r1 <br />LJ <br />SEDCAD Utility Run <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 11.20 Cfs <br />Depth: 0.11 R 3.11 R <br />Top Width: 3.34 R 12.34 R <br />Velocity*: <br />X-Section Area: 0.35 sq R <br />Hydraulic Radius: 0.104 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 6.00 in <br />D50: 18.00 in <br />Dmax: 22.50 in <br />Velaity and Manning's n calculations may not apply for this method. <br />Printed 10.09-2002 <br />Rss - dai ~ ofo2 <br />