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SEDCAD 4.(} <br />• CcPYright 1098 Pemela J. Schwan <br />Civil Software t7esign <br />Prospect Ditch Sta. ~ to 15: Q=102.8 <br />Material: Riprap <br />Bottom Lett Right Freeboard Freeboard Freeboard <br />Width ft Sideslope 5idesiope Slape (%) <br />() Flatio Raffia ~ Depth (ft) % of Depth Mult, x (VxD) <br />10,00 8.0:1 3:0:1 31.0 ; 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.36 ft 1.36 +t <br />Top Width: 12.15 ft <br />^~ 18.15 ft <br />Velocity': `~__~ <br />X-Section. Area: 3.98 sq ft <br />Hydraulic Radius: <br />- 0.32a <br />- . <br />- <br />Froude fVumber': _ <br />- ---•- •~--- <br />Manning's n':l <br />_-..__._..__. --- _~_ <br />Dminc <br />F,._..._..__._--- 7.00 in -- --- -~ <br />D50: 21.00 in I <br />Dmax: 26.25 in 1 <br />i <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />• <br />SEDCAD Utility Run <br />Printed 09-17-1998 <br />Exh. 7-14D Revision Date: 7/25/06 <br />23 Revision No. TR-63 <br />