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L~ <br />Simons/OSM Method -Steep Siope Design <br />• <br />Civil Software Design 1 <br />Taylor Tributar y Ditch Sta. 65 to 108; Q=91.0 <br /> <br /> Material: Ripra~ <br /> Trapezoidal Channel <br /> Bottom Left Right Freeboard Freeboard Freeboard <br />i Width (ft) Sideslope <br />Ratio 5ideslope Slope (%} De <br />Ratio pth (ft) o <br />/o of Depth Mult. x <br /> (VxD) <br /> 10.00 2.0:1 2.0:1 11.0. I.00 <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: <br />i - ----- --- ---_..- 91.00 cfs <br />._..-- -------...._.,.. . <br />~ Depth: 0.65 ft 1.65 ft <br /> <br />Top Width: 12.62 ft 16.62 ft <br />- <br />. <br /> <br />Velocity*: . <br />. <br />X-Section Area: 7.40 sq ft <br />Hydraulic Radius: 0,573 <br />~ Froude Number*: <br />-. <br />Manning's n*: <br />-------.. _. _----- <br />--.- ................ ...- - -------- -- --- ----. s <br />Dmin: <br />! 4.00 in <br />I <br />.-.......-~----...-_... _....... <br />D50: .......--------- ....__..---_-___..-.... <br />12.00 in <br /> <br />f-----__._._..... .. ------ -- <br />--_- <br />- _. .._----I <br />I Dmax: 15,00 in <br />Revision Submitted / ' 7~ <br />Revision No. <br />1r~ <br />u <br />SEDCAD Utility Run <br />Printed OS-Ofi-1999 <br />Exh. 7-14C Revision Date: 7/25/06 <br />19 Revision No.: TR-63 <br />