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<br />I <br />Taylor Tributary Ditch Sta. 0 to 65: Q=185.0 <br />Material: Riprap <br />Trapezoidal Channel <br />Left Right ~ Freeboard Freeboard Freeboard <br />Bottom Sideslope Sideslope Slope (%) ' Mult. x <br />Width (ft) Ra[io Ratio Depth (ft) % of Depth (VzD) <br />10.00 2.0:1 2.0:1 24.0. 1.00 <br />Simons/OSM Method -Steep Slope Design <br />l J <br />SEDCAD 4.0 <br />CoDYngnt 1998 Pamela J Schwab <br />Civil Software Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 185.00 ds <br />Depth: 0.68 R 1.68 ft <br />Tap Width: 12.71 ft L6.71 ft <br />Velocity': <br />X-Section Area: 7.70 sq ft <br />Hydraulic Radius: 0.591 <br />Froude Numbers: <br />Manning's n': <br />Dmin: 9.00 in <br />D60: 27.00 in <br />Dmax: 33.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Revisbn Submitted _ J/~' 7,/7/x/ <br />aevisan ND. T/j - 76 <br />SEDCAD Utility Run printed 06-06-1999 <br />