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SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />West Pit Ditch Sta. 14 to 32 : Q=100.0 <br />Material: Riprap <br />Lett Right i Freeboard Freeboard Freeboard <br />W dnh {ft) Sideslope Sideslope Slope (%) ~ Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratia <br />10.00 3.0:1 3.0:1 15.0 ~ 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.62 ft 1.62 ft <br />Top Width: 13.71 ft 19.71 ft <br />Velocity': <br />X-Section Area: 7.33 sq ft <br />Hydraulic Radius: 0.527 <br />Froude Number': <br />Manning's n': <br />Amin: <br /> <br />4.D0 in <br />~- -' <br />050: -- <br />12.00 in - I <br />Dmax~ 15.00 in 1 <br />• <br />• <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />SEDCAD Utility Run Printed 09-18-1998 <br />Exh. 7-14F Revision Date: 7/25/06 <br />19 Revision No.: TR-63 <br />