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SEDCAD 4.0 <br />r.....,.~,.ti~ Sono o.,...~e i c..ti,..,~ <br />• <br />Simons/OSM Run No. 13 <br />Trapezoidal Channel <br />Left Right <br />~~ Freeboard Freeboard Freeboard <br />Sldeslope Sldeslope Slope (%) <br />Width (ft) Ratio Ratio Mult. x <br />Depth (ft) % of Depth <br /> ~) <br />12.00 3.0:1 3.0:1 20.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Deign Discharge: 10.00 cfs <br />Depth: 0.07 ft 1.07 ft <br />Top Width: 12,43 ft 18.43 ft <br />Velodty*: <br />X-Sect(on Area: 0.88 sq ft <br />Hydraulic Radius: 0.071 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 2.00 in <br />D50: 6.00 in <br />Dmax: 7.50 in <br /> <br /> <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run <br />Exh. 7-14H <br />19 <br />Printed 05-05-2006 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />