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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design ~ <br />Taylor Tributary Ditch Sta. 0 to 65: 0=185.0 <br />Material: RiDrap <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freeboard <br />~ Width (ft) 5ideslope Sideslope Slope (%) <br />Ratio Ratio Depth (ft) % of Depth (VxD) <br />10.00 2.0:1 2.0:1 11.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />u <br />Design Discharge: 185,00 cfs <br />i Depth; <br />i-- 1.02 ft <br />....--- --- 2.OZ ft <br />...._._.__ <br />Top Width: 14.09 ft 18.09 ft <br />VeEocity*: <br />---...- -_---~- --- <br />----............-- <br />-- <br />- <br />X-Section Area: 12.31 s ft <br />q <br />Hydraulic Radius; 0,845 <br />~ Froude Number*: I <br />; <br />I-------~---~-- <br />Manning 5 n*: <br />----- <br />_ _ <br />Dmin: 6.00 in <br />D50: 18.00 in <br />Dmax: 22.50 in <br />Velocity and Manning's n calculations may not apply for this method, <br />~p~ sv~~ed ~D7 99 <br />Revision Na. ~/7 ' 9~ <br />r-1 <br />LJ <br />SEDCAD Utility Run <br />Exh. 7-14C <br />9 <br />Printed 05-06-1999 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />