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SEDCAD 4.0 <br />/`....u.b.Id ~ooo o.,...si4 i c..ti,.,.,ti <br />• <br />Simons/OSM Run No. 26 <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Sldeslope Sldesbpe Sbpe (%) <br />Width (ft) Ratio Ratio Mult. x <br />Depth (ft) % of Depth <br /> (~) <br />20.00 3.0:1 3.0:1 30.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 100.00 cfs <br />Depth: 0.12 ft 1.12 ft <br />Top Width: 20.72 ft 26.72 ft <br />Velodty*: <br />X-Section Area: 2.43 sQ ft <br />Hydraulic Radius: 0.117 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 5.00 In <br />D50: 15.00 In <br />Dmax: 18.75 In <br />Velodty and Manning's n calculations may not apply for this method. <br />r <br />L J <br />• <br />SEDCAD Utility Run <br />Exh. 7-14H <br />26 <br />Printed 05-05-2006 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />