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• <br />SEDCAD 4.0 <br />Copyright 19913 Pamela J. Schwab <br />Civil Software Design <br />Gulch A Ditch Sta. fi5 to 79: Q=96.5 <br />Material: Riprap <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />Depth; 0.71 it 1.71 ft <br />Top Width: 14.26 ft 20.26 ft <br />Velocity': <br />~` <br />X-Section Area: 8.61 sq ft <br />Hydraulic Radius: 0.594` <br />Froude Number": ~__ <br />_ <br />IF Manning's n': -_ ~~ <br />~. <br />Dmin <br />. 3.00 in __ i <br />-----..---_._ <br />-_..._.-_D50: 9.00 in <br />Dmax: 11.25 in <br />• <br />r J <br />L_~ <br />Velocity and Manning's n calculations may not apply for this method. <br />Widtth (ft} Sides ope Sidels otpe Slope (%) ~ Deptho(ft) °orof Dep h Mult x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 9,0 1.00 <br />SEDCAD Utility Run <br />Exh. 7-14G <br />21 <br /> <br />Printed 09-17-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />