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SEDCAD 4.0 <br />Copyright 7998 Pamela J. Schwab <br />Civic Software Design <br />1 <br />West Pit Ditch Sta. 0 to 14 : Q.1 ~a.4 <br />Material.: Riprap <br />Left Right ~ Freeboard Freeboard fresboard <br />Bottom 5ideslope Sideslope Siope (%} De th ft <br />Width (ft} Ratio Ratio p (} % of Oepth Mult. x (VzD} <br />10A0 3.Oa 3.0:1 14.0 j 1.00 <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard wf Freeboard <br />Depth: <br />Top Width:. <br />v~io~ity": <br />- 0.&4 ft <br />13..84 ft <br />._ 1_.84 ft <br />Y9;p4 tt <br />_ i <br />i <br />X-Section Area: <br />Hydraulic Radius: <br />Froude Number": 7.63 sy ft <br />D.543 <br />Manning's n': <br />-- - <br />Dmin: 4.00 in - _ 1 <br />_-- <br />_ ~,~_._ <br />D50i ' <br />12.00 in <br />^-- 1 <br />_d__. <br />4 _.,.,____ Dmax: 15.00 fn <br />. ~~ <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />r~ <br />SEDCAD Utility Run <br />Exh. 7-14F <br />9 <br />Printed 09-18-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />