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SEDCAD 4.0 <br />r.......i..M ~onc ne...ei., i e..~.....~ <br />• <br />Simony/OSM Run No. 9 <br />Trapezoidal Channel <br />Bottom Left. Right Freeboard Freeboard Freeboard <br />Width ft Sideslope Sldeslope Slope (9~0) <br />O Ratio <br />Ratio Mult. x <br />Depth (ft) % of Depth <br />. (VxD) <br />20.00 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 Disdtarge: 300.00 cfs <br />Depth: 1.04 ft 2.04 ft <br />Top Width: 26.21 ft 32.21 ft <br />Velocity*: <br />X-Section Area: 23.93 sQ ft <br />Hydraulic Radius: 0.901 <br />Froude Number: <br />Manning's n*: <br />Dmin: 6.00 in <br />D50: 18.00 In <br />Dmax: 22.50 in <br />• <br />• <br />Velodty 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 />16 Revision No.: TR-63 <br />