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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design 1 <br />Taylor Tributary Ditch Sta. 0 to 65: 0=185.0 <br />Material: Riprap <br />Trapezoidal Channel <br />Left Right Freeboard freeboard Freeboard <br />Bottom Sideslope sideslope Slope (%) Mult. x <br />Wid[h (ft) Ratio Ratio Depth (ft) % of Depth <br />(VxD) <br />10.00 2.0:1 2.0:1 11.0 i 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 185.00 cfs <br />Depth: 1.02 ft 2.02 ft <br />Top Width: 14.09 R 18.09 ft <br />velocity*: <br />x-Section Area: 12.31 sq ft <br />Hydraulic Radius: 0.845 <br />Froude Numbers; <br />Manning's ns: <br />Dmin: 6.00 in <br />Ds0: 18.00 in <br />Dmax: 22.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />st,att~a ~~ 7 99 <br />RBVIS106 -~. Tom- 98 <br /> <br />SEDCAD Utility Run printed OS-06-1999 <br />