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SEDCAD 4.0 <br />Copyright 7998 Pamela J Schwao <br />Civil Software Design ~ <br />• Taylor Tributary Ditch Sta. 0 to 65: Q=185.0 <br />Material: RIDraD <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width ft Sideslope <br />( ) Rato Sideslope <br />Ratio Slope (°1°) ° <br />~ Depth (ft) /° of Depth Mult. x <br /> (VxD) <br />10.00 2.0:1 2.0:1 18.0 ~~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br />u <br /> w/o Freeboard wJ Freeboard <br />Design Discharge: 185.00 ds <br />Depth: 0.84 ft 1.84 ft <br />Top Wfd[h: 13.35 ft 17.35 ft~ <br />Velocity: <br />X-Section Area: 9.77 sq ft <br />Hydraulic Radius: 0.711 <br />Fraude Number': <br />Mannin9'S n': <br />Dmin: 7.00 in <br />D50: 21.00 in <br />Dmax: 2fi15 in <br />Velocity and Manning's n calculations may not apply (or this method. <br />Revisbn submitted .S~ 7 ~ <br />Mo. %~- 98 <br /> <br />SEDCAD Utility Run Printed 05-06-1999 <br />