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<br />SEDCAD 4.0 <br />Copyright 1998 Pame~a J Schwah <br />Civn Software Design <br />Taylor Tributary Ditch Sta. 65 to 108: Q=91.0 <br />Material: Riprap <br />Trapezoidal Channel <br />Simons/OSM Method -Steep Slope Design <br />• <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 91.00 cfs <br />Depth: 0.67 ft 1.67 ft <br />Top Wid[h: 12.69 R 16.69 ft <br />Velocity'; <br />X-Section Area: 7.64 sq R <br />Hydraulic Radius: 0.587 <br />Froude Numbers: <br />Manning's n': <br />Dmin: 3.00 in <br />D60: 9.00 in <br />Dmax: 11.25 in <br />Bottom Left Righ[ ~ Freehoard Freeboard Freehoard <br />Sideslape Sideslope Slope (%) ~ Mult. x <br />Width (R) Ra[io Ratio ~ Depth (ft) % of Depth <br />(Vx0) <br />10.00 2.0:1 2.0:1 10.0 1.00 <br />Velocity and Manning's n calculations may not apply for this method. <br />Revisbn Submitted Jv~ T 99 _ <br />Revisbn No, ~il - 'lpi <br /> <br />SEDCAD Utility Run <br /> <br />Printed 06-06.1999 <br />