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SEDCAD 4.0 <br />GoAYright 1998 Pamela J. Schwab <br />Oivi! 5ottware Design <br />• West Pit Ditch Sta. 0 to 14 : Q=1 U0.4 <br />Material: Ri~rap <br />Bottom left Right I Freebward Freeboard Freeboard <br />Width {ft) Siiieslope Sideslope Slope (%) Depih {ft) % of Depth Muit. x {V11Df <br />Ratio Ratio I <br />10.00 3.0:1 3.0:1 31,0 ! 1.OD <br />Simons/OSM Method -Steep 5iope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.35 ft <br />_ 1.35 ft <br />Top Width: T2.t2 ft 18.12 ft <br />Velocity': <br />X-Section Area: _ 3.91 sq ft <br />Hydraulic Radius: <br />Froude Number': 0.319 <br />Manning's n': ~` <br />Dmin: <br />_~, D50: 7.00 in <br />21.00 in - <br />Dmax: 26.25 in C <br />~eiocity and Manning'sn calculations inay not apply for this method. <br />C7 <br />SEDCAD utility Run <br />s <br /> <br />Printed 09-T8-1998 <br />Exh. 7-14F Revision Date: 7/25/06 <br />15 Revision No.: TR-63 <br />