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SEDGAD 4.0 <br />Copyright 7998 Pamela J Schwab <br />Civil Software l]esign <br />Final East Pit Ditch Sta. 4 to 56: Q=102.4 <br />Material; Riprap <br />Bottom Left Right ° i Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Slope (/o) I Depth (ft) °l of Depth Mult. x (VxD) <br />Ratto Ratfo <br />10.00 3.0:1 3.0:1 14.0' 1.00 <br />SimonsfOSM Method -Steep Slope pesign <br /> w/o Freeboard w/Freeboard <br />Depth: O.fi5 ft 1.65 R <br />Top Width: 13.89 ft 19,89 ft <br />~ ~~~ <br />Velocity`: <br />X-Section Area: 7,75 sq ft <br />~ <br />~ Hydraulic Radius; 0.549 ~ <br /> <br />Froude Number': _ J <br />i Marn~ing's n`: <br />Dmin: 4.00 in <br />D50: 12.00 in <br />Dmax: 15.OU in <br />• <br /> <br />Velocity and Manning's n calculations may not apply for this method. <br />1 <br />SEDGAD lJtility Run Printed 09-17-1998 <br />Exh. 7-14D Revision Date: 7/25/06 <br />9 Revision No. TR-63 <br />