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SEDCAD 4.0 <br />Copyright 1999 Pamela J Schwab <br />CwA Spftware Design <br /> <br />• <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 41.00 ds <br />Depth: 0.65 R 1.65 R <br />Top Width: 12.62 R 16.62 R <br />Velocity*: <br />X-Section Area: 7.40 sq ft <br />Hydraulic Radius: 0.573 <br />Froude Numbers: <br />Manning's n': <br />Dmin: 4.00 in <br />DSO: 12.00 in <br />Dmax: 15.00 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br /> <br />sur>m~~ .S 7' . <br />Taylor Tributary Ditch Sta. 65 to 108: Q=91.0 <br />Material: Riorao <br />Trapezoidal Channel <br />LeR Right ~ Freeboard Freeboard Freeboard <br />Bottom Sideslope Sideslope Slope (%) Mult. x <br />Width (R) Ratio Ratio ~ Depth (ft) % of Depth <br />(VxD) <br />1o.ao z.o:1 z.a:l 11.0. 1.ao <br />• SEDCAD Utility Run ~ Printed OS-O6-1999 <br />