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• <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Gulch A Ditch Sta. 0 to 20 :Q=122.3 <br />Materiai: Riprap <br />Width (ft) Sides ope Sideslope Slope (%) ~ Dept:h {ft) % of Depth Mult~x (VxD) <br />Ratio Ratio <br />10.00 3.0:1 3.0:1 21.0 i 1.00 <br />SimonsJOSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.57 ft 1.57 ft <br />Top Width: '13.42 ft 19.42 ft <br />Velocity*; <br />X-Section Area: _ 6.ti7 sq ft <br />Hydraulic Radius: 0.491 <br />Froude Number*:_._ <br />Manning's n*: _.----.---.._.._._.---------_---- <br />~ <br />Dmin: 6.00 in <br />r---- <br />D50: <br />18.00 in <br />Dmax: 22.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br /> <br />SEDCAD Utility Run <br />Exh. 7-14G <br />11 <br />1 <br />Printed 09-23-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />