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SEDCAD 4.0 <br />Cupynghl 1998 Pamela J ScnwaD <br />Civil 5°Rware Oesign ~ <br />Taylor Tributary Ditch Sta. 0 to 65: Q=185.0 <br />Material: Riarap <br />Trapezoidal Channel <br />8o[tom Lek Right I Freeboard Freeboard Freeboard <br />Sideslope <br />Width (ft) Sideslope Slope (%) <br />Depth (ft) % of Depth Mult. x <br />Ratio Ratio (VxD) <br />10.00 2.0:1 2.0:1 23.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> wjo Freeboard w) Freeboard <br />Design Discharge: 185.00 ds <br />Depth: 0.70 ft 1.70 R <br />Top Width: 12.82 ft 16.82 R <br />Velocity': <br />X-Section Area: 8,04 sq ft <br />Hydraulic Radius: 0.611 <br />Froude Numbers: <br />Manning's ns: <br />Dmin: 8.00 in <br />D60: 24.00 in <br />Dmax: 30.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br />~a~ s~~~~a .S 7 99 <br />Revision No. %~- />/8 <br /> <br />SEDCAD Utility Run Printed OS-O6-7999 <br />