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<br />Taylor Tributary Ditch Sta. 0 to 65: Q=185.0 <br />Material: Riprao <br />Trapezoidal Channel <br />~ Freeboard <br />Bottom LeR Right i Freeboard Freeboard <br />Sideslope Sideslope 51ope (°!°) ~ Mult. x <br />Width (ft) RaUO Ratio Depth (R) % of Depth (VxD) <br />10.00 2.0:1 2.0:1 14.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w)o Freeboard w( Freeboard ~' <br />Design Discharge: 185.00 cfs <br />Depth: 0.94 R 1.94 R <br />Top Width: 13.77 R 17.77 ft <br />Velocity*: <br />X-section Area: 11.21 sq R <br />Hydraulic Radius: 0.788 <br />Fraude Number*: <br />Manning's n': <br />Dmin: 6.00 in <br />DSO: 18.00 in <br />Dmax; 22.50 in <br />Velocity and Manning's n calculations may no[ apply for this method. <br /> <br />Revison SubmAted .Jp~ ~ / 9 <br />Revision No. %/' _ 9~ <br /> <br />SEDCAD 4.0 <br />Copynghl 1998 Pamela J. Schwab <br />Civil Software Design <br />SEDCAD Uliliry Run <br />Printed OS-07-7999 <br />