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SEDCAD 4.0 <br />(`nn.win1.17~Oq D~...nlo 1 CnM..nl. <br />• <br />Simons/OSM Run No. 4 <br />Material: Ri raD <br />Trapezoidal Channel <br />left R1ght <br />Bottom Freeboard Freeboard Freeboard <br />Sldeslope S(deslope Slope (%) <br />Width (ft) Mult. x <br />Depth (ft) % of Depth <br />Ratio. Ratio (~D) <br />12.00 3.0:1 3.0:1 10.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Dlsrharge: 10.00 cfs <br />Depth: 0.10 ft 1.10 ft <br />Top Width: 12.62 ft 18.62 ft <br />Velodty*: <br />X-Sedtlon Area: 1.28 sq ft <br />Hydraulic Radius: 0.101 <br />Froude Number*: ~ <br />Manning's n*: <br />Dmin: 1.00 In <br />D50: 3.00 In <br />Dmax: 3.75 In <br />• <br /> <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed 05-05-2006 <br />Exh. 7-14H Revision Date: 7/25/06 <br />11 Revision No.: TR-63 <br />