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SEDCAD 4.0 <br />r......:..ti~ ~anv o4...d~ ~ c,.ti...,ti <br />• <br />Simons/OSM Run No. 27 <br />Material: Iti raR <br />Trapezoidal Channel <br />Left Right <br />BOftom Freeboard Freeboard Freeboard <br />Sidesiope Sldeslope Slope (%) <br />Width (ft) Mult. x <br />Ratio Ratio Depth (ft) % of Depth <br />(vxD) <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: 300.00 cfs <br />Depth: 0.53 ft 1.53 ft <br />Top Width: 23.15 ft 29.15 ft <br />Velocity*: <br />X-Section Area: 11.34 sq ft <br />Hydraulk Radius: 0.486 <br />Froude Number: <br />Manning's n*: <br />Dmin: 9.00 In <br />D50: 27.00 in <br />Dmax: 33.75 in <br />• <br />lJ <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD Utility Run Printed OS-05-2006 <br />Exh. 7-14H Revision Date: 7/25/06 <br />27 Revision No.: TR-63 <br />