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r1 <br />U <br />• <br />Velocity and Manning's n calculations may not apply for this method. <br />1 <br />Revision Submitted ~ ~ 9~ <br />Revision No. ~/~~ 9S - <br />• <br />SEDCAD 4.0 <br />Copyright 1898 Pamela J. Schwab <br />Civil Software Design <br />Taylor Tributar y Ditch Sta. 65 to 108: Q=91.0 <br /> <br /> Material:. Ripra>, <br /> lrapezoida/ Channel <br /> Bottom Left Right Freeboard Freeboard Freeboard <br /> Width (ft) 5ideslope <br />Ratio Sldeslope Stope (%) De th <br />Ratio p (ft) <br />% of Depth Mult. x <br />' <br /> (VxD) <br /> 10.00 2.0:1 2.0:1 15.0 1.00 <br />Simons/QSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 91.00 cfs <br />Depth: 0.58 ft 1.58 ft <br />Top Width: 12.32 ft 16.32 ft <br />Velocity*: <br />X-Section Area: 6.47 sq ft <br />Hydraulic Radius: 0.514 <br />Fronde Number*: <br />Manning's n*: <br />Dmin: 4.00 in <br />D50: 12.00 In <br />Dmax: 15.00 in <br />SEDCAD Utility Run Printed 05-06-1999 <br />Exh. 7-14C Revision Date: 7/25/06 <br />20 Revision No.: TR-63 <br />