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SEDCAD 4.0 <br />Copynght 1998 Pamela J. Schwab <br />Crvil Software Demgn <br />• Taylor Tributary Ditch Sta. 0 to 65: Q=185.0 <br />Material: Ripra~ <br />T~apezoida/ Channel <br />Left <br />Bottom Right Freeboard Freeboard Freeboard <br />Sideslope <br />Width (ft) Sideslope Slope (%) <br />Mult. x <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />10.00 2.0:1 2.0:1 5.0 j 1.00 <br />Simons/OSM Method -Steep Slope Design <br />C <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 185.00 cfs <br />Depth: 1.11 R 2.11 ft <br />Top Wid[h: 14.44 R 18.44 ft <br />Velocitys: <br />X-Section Area: 13.56 sq R <br />Hydraulic Radius: 0.906 <br />Froude Numbers: <br />Manning's ns: <br />Dmin: 5.00 in <br />D50: 15.00 in <br />Dmaz: 18.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />~,a-~(ma ~ 7 99 <br />-,b. ~- 98 <br /> <br />SEDCAD Utility Run <br />Printed 05-06-1999 <br />