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SEDCAD 4.0 <br />r,.,.,a,.nr .°°a o.,..0~9 i c.n,.,~n <br />North Collection Ditch -Section Qi - Q1' - 35%Slope <br />Material: Rprap <br />Tiapezoida/ Channel <br />Bottom ~eR Right Freeboard Freeboard Freeboard <br />Width (R) Sideslope Sideslope Slope (%) Mult. x <br /> Ratio Ratio Depth (ft) % of Depth (VxD) <br />3.00 1.5:1 1.5:1 35.0 0.30 <br />Simons/OSM Method -Steep Slope Design <br />r 1 <br />L_J <br /> <br />SEDCAD Utility Run <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 11.54 cfs <br />Depth: 0.11 ft 0.41 ft <br />Top Width: 3.34 R 4.24 ft <br />vel«ity*: <br />X-Section Area: 0.36 sq R <br />Hydraulic Radius: 0.106 <br />Froude Number*: <br />Manning's n*: <br />Dmin: 6.00 in <br />DSO: 18.00 in <br />Dmax: 22.50 in <br />Vel«ity and Manning's n calculations may not apply for this method. <br />Printed 05-09-2003 <br />RSS-53 5/03 <br />