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SEDCAD 4.0 <br />r.....-i,.~.. goon o.....i., i c..ti....~. <br /> <br />Simons/OSM Run No. 6 <br />Material: Riprap <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard ~~~ <br />Sldeslope Sldeslope Slope (%) <br />Width (ft) Ratio Ratio Mult x <br />Depth (ft) % of Depth <br /> (VxD) <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 Dlsdiarge: 300.00 ris <br />Depth: 1.31 ft 2.31 ft <br />Top Width: 19.87 ft 25.87 ft <br />Velocty*: <br />X-Sectlon Area: 20.91 sq ft <br />Hydraulic Radius: 1.030 <br />Froude Number*: <br />Manntng's n*: <br />Dmin: 7.00 In <br />D50: 21.00 In <br />Dmax: 26.25 in <br />• <br />• <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utlllty Run Printed 05-05-2008 <br />Exh. 7-14H Revision Date: 7/25/06 <br />13 Revision No.: TR-63 <br />