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i <br />SEDCAD 4.d <br />Copyright 1998 Pamela J. Schwab <br />Civil Sohware Design <br />Gulch A Ditch Sta. 20 to 58 :Q=95.1 <br />Material: Riprap <br />Bottom Left Right ° ~ Freeboard Freeboard Freeboard <br />Width (ft) Sideslope 5ldeslope Slope (/o) Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 18,0 ; 1.00 <br />Simons/OSM Method -Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />• <br />SEDCAD Utility Run <br />Exh. 7-14G <br />17 <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.54 ft 1.54 R <br />Top Width: 13.24 ft 19.24 ft <br />velocity*: <br />i <br />X-Section Area: 6,27 sq ft <br />Hydraulic Radius:_ <br />Froude Number*; 0.468 <br /> <br />_ __~ <br />j <br />Manning's n*: <br />Dmin: 5,00 in <br />D50; <br />Dmax: 15.00 in <br />18.75 in _ <br /> <br />Printed 09-23-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />