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SEDCAD 4.0 <br />C6pynght 1996 pamEta J. Sct+wa0 <br />Civil Scttware f)esign <br />West Pit Ditch Sta. ~ to 1 ~ : Q=1 a0.4 <br />Ma#eriaf: F{grap <br />Bottom left Right ! Freetward Freeboard Freeboard <br />Width (it} Sideslope Sideslope Stope (%) ! pepth (ftj °/. of Depth Mult. x (VXD} <br />Ratio Aaito <br />10.00 3.0:1 3.0:1 2fi.0 ! 1.Op <br />SimonsiOSM Method -Steep Slope Design <br />wlo Freeboard wf Freeboard <br />Depth: 0.4t ft t.41 ft <br />Top Width: t2.45ft ~_ 18.45 h <br />Velocity``- i <br />X-Section Area: .___....-- <br />4.59 sq ft <br />Hydraulic Radius: <br />_ 0.365 <br />Froude Number': <br />Manning's n' <br />-_- <br />.__.._ - ~.~.. - <br />- <br />-_ <br />~ Dmin: 7.00 in - <br />~~ <br />D50: <br />r.__ . <br />I Drnax: 21.00 in <br />_.._ .......,..------ ---..-, <br />26,25 in ~ <br />Velocity and Manning's n calculations may not apply iorthis methgd. <br />• <br />SEDCAD Utility Run Printed 09-18-1998 <br /> <br />Exh. 7-14F Revision Date: 7/25/06 <br />14 Revision No.: TR-63 <br />