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• <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Taylor Tributary Ditch Sta. 0 to 65: Q=1 <br />Material: Rip,rap <br />Trapezoidal Channel <br />Left Right Freeboard <br />BO~om Sldeslope 5ldeslope Slope (%) Freeboard Freeboard <br />i Width (ft) Ratio Ratio Depth (ft) % of Depth Mult. x <br />(VxD) <br />10.00 2.0:1 2.0:1 5.0 1.00 <br />Simons/OSM Method -Steep Siope Design <br />• <br />~ w/o Freeboard w/ Freeboard <br />Design Discharge: 185.00 ds ' <br />I Depth: 1.11 ft 2.11 ft <br />Top Width: 14,44 ft 18.44 ft <br />Velocity*: ~ <br />X-Section Area: <br />R------_-_..._---- -_... 13.56 sq ft <br />.. --------.... <br />......------._...._ <br />- <br /> <br />Hydraulic Radius: <br />0.906 -- <br />) <br />Froude Number*: <br />r Manning's n*: <br />Dmin: <br />.....----------.._._.. _------ 5.00 in <br />------ <br />L <br />D50: <br />--._._.__... _.__ _'.--'---.._ 15.00 in <br />_ . <br />---._~.___ <br />_ <br />r <br />Dmax: . <br />. <br />_.._---- <br />18.75 in ...---._..........__.._~ <br />Velocity and Manning's n calculations may not apply for this method <br />1 <br />n s~ ~ 7 99 <br />-~. ~- 98 <br />_ _ __ <br />SEDCAD Utility Run Printed 05-06-1999 <br />Exh. 7-14C <br />7 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />