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• <br />Final East Pit Ditch Sta.. 0 to 56: Q=102.4 <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Sideslope Sidesfope Slope (°/) <br />Width (ft} Ratio Ratio i Depth (ft) ~ of Depth Mult. x (VxD} <br />10.00 3.0:1 3.0:1 8.0 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> wlo Freeboard wt Freeboard <br />i Depth: <br />µ 0.75 ft '1,75 ft <br />___ <br />_ <br />. <br />lop Width <br />~..,. _ <br />~ <br />_~14.49 ft 20.49 ft <br />_ <br />i Velocity': <br />~ <br />X-Sectloh Area= 9,16 sq it <br />Hydraulic Radius: 0,622 ~~ <br />Froude Number": <br />Manning's n^_ <br />__ ».- _- .__._.~,..~.._._..__.r.. <br />Dmlri: <br />r----~-- 4.00 in _ ~ <br />- ----__._...__._ "1 <br />j 050: 12.00 in ~ <br />I Dmax: 15.00 in <br /> <br />SEQCAD 4.0 <br />Copyright 1996 Pamela J. Schwab <br />Civil Software Design <br />Velocity and Manning's n calculations may not apply for this method. <br />1 <br />. SEDGAD Utility Run Pnn1ed 09-17.1996 <br />Exh. 7-14D <br />8 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />