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• <br />Bottom Left Right ! Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (%) ~ % of Depth Mult. x <br />Ratio Ratio p~ (ft) (VxD} <br />10.00 Z.0:1 2.0:1 5.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 91.00 ds <br />Depth: <br />_......-...._.- <br />-- <br />- 0.72 ft <br />.. <br />-- 1.72 ft <br />.....-_. <br />To <br />Wldth_ <br />--- p .._._._._.12.86ft 16.86ft~ <br />-._ <br />- _-_.._.._.___velocity*_ .--~----- --_-...._-----~ <br />X-Section Area: 8.18 sq ft <br />Hydraulic Radius: 0.619 <br />Fronde Number*: <br />---- - --- <br />_.....Dmin:-_ _---------3_00 in - <br />D50: 9A0 in j <br />Dmax: 11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />1 <br />Revision Submitted ...s~ T 99 <br />Revison ~. Tip- ~~ <br />SEDCAD Utility Run <br />SEDCAD 4.0 <br />Copyright t998 Pamela J. Schwab <br />Civil Software Qesign <br />Taylor Tributary Ditch Sta. 65 to 108: Q=91.0 <br />Material: Riprap <br />Trapezoidal Channel <br />Printed 05-06-1999 <br />Exh. 7-14C Revision Date: 7/25/06 <br />17 Revision No.: TR-63 <br />