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SEDCAD 4.0 <br />Copyngn11998 Pamela J. SUwaD <br />Civil Software Design 1 <br />• Taylor Tributary Ditch Sta. 0 to 65: 0=185.0 <br />Material: Riprap <br />Trapezoidal Channel <br />Bottom Left Right I Freeboard Freeboard Freeboard <br />sideslope Sideslope Slope (%) I MUIt. x <br />Width (ft) Ratio Ratio Depth (ft) % of Depth (VxD) <br />10.00 2.0:1 2.0:1 15.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboartl w/ Freeboard <br />Design Discharge: 185.00 ds <br />Depth: 0.92 ft 1.92 ft <br />Top Width: 13.67 ft 17.67 ft <br />velocity: <br />X-Section Area: 10.84 sq ft <br />Hydraulic Radius: 0.769 <br />Froude Numbers: <br />Manning's ns: <br />Dmin: 7.00 in <br />D60: 21.00 in <br />Dmax: 26.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />REVIS1011 SubrrNtted .s~7 99 <br />Revision No. /~'- 98 <br /> <br />SEDCAD Utility Run Primed OS-O6-1999 <br />