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• SEDGAD 4.0 <br />Cap,.{;rl 1998 Pamela J, Schwa4 <br />Civic Scrcmvare Design ~ <br />~ecti©n ~6 Pond ~Di~ct~ O+OD to 30+00, Q=4~0.~ cfs <br />Material: Shales and hardpans <br />Bottom Left Right o ~ Freeboard Freeboard Freeboard Limiting <br />Width (ft) Stdeslope Sdeslope Slope (/o) Manning s n ~ Depth (ft) % of Depth Muit. x (VxD) !Velocity (fps) <br />~ Ratio Ratio. ~ <br />~_ 2.00 1..0:1 7.0:1 3.0 0.0250 i 0.30 ~ 5.0 <br />w/o Freeboard w/ Freeboard <br />Depth: 0.97 ft 1.27 ft <br />Top Width: 9.73 ft 12.13 ft <br />Velocity: 7.04 fps <br />X-Section Area: 5.67 sq ft <br />Hydraulic Radius: 0.56Q <br />'^ <br />Fronde Number: a 1.69 <br />• <br />SEDCAD Utility Run Printed t 1-1 i-1998 <br />Exh. 7-14B Revision Date: 7/25/06 <br />3 Revision No: TR-63 <br />