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SEDCAD 4.0 <br />Copyright 1998 Pamela J Schwab <br />rh <br />a <br />D <br />i <br />C <br />n S <br />1 <br />w <br />v <br />re <br />es <br />gn <br />o <br />Tabor Tributa ry Ditch Sta. 0 to 65: Q =185 <br />0 <br /> . <br />• Material: Riprao <br /> Trapezoidal Channel <br />Bottom Leh Righ[ Freeboard Freeboard freeboard <br /> Sideslope <br />Width (ft) Ratio Sideslope Slope (°!°) <br />Ratio Depth (R) <br />% of Depth Mult. x <br /> (VxD) <br /> 10.00 2.0:1 2.0:1 25.0 1.00 ~ <br /> <br />Simons/OSM Method -Steep Siope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 185.00 ds <br />Depth: 0.65 ft 1.65 ft <br />Top Width: 12.61 ft 16.61 ft <br />Velocity*: <br />X-Section Area: 7.37 sq R <br />Hydraulic Radius: 0.570 <br />Froude Number*: <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 />~~, s~~;tt~ ~3~ 7 99 <br />aevisioo No. Tip- 9~ <br />• SEDCAD Utility Run Printed OS-06-1999 <br />