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w <br />Bob ttom -_- l.e#t Right o Freeboard Freeboard Freeboard <br />Width (ft) Sideslope Sideslope Siope (/,} ~ Depth (ft} °/. of Depth Mult. x (Vx0} <br />Ratio Ratio _ <br />10.00 3.0:1 3.0:1 26.0 1.00 <br />Prospect Ditch Sta. 0 to 15: Q-102.8 <br />Material: Ripra~ <br />Simons/OSM Method -Steep Slope DesEgn <br />w/o Freeboard w/ Freeboard <br />Depth: <br />____._ 0,42 ft 1,42 tt <br />Top Width: 12.49 ft 18.43 ft <br />-~~ <br />Velocity': - <br />~-_-- ~~ <br />_ <br /> <br />X-Section Area: ~_~ <br />4.67 sq ft <br /> <br />Hydraulic Radius; <br />I Froude Number": <br />r- -_..._..____...._...-_ <br />' Manning's n`: <br />r ~_~ <br />0,370 <br /> <br />.._-_..-~ ___..__ <br />___..____.._.____----__P.. <br />Dmin: _.___._..__ <br />7.00 in 1 <br />i D50: <br /> <br />Dmax: <br />r - 2.1.00 in <br />_ __ _. _ _-- ___. _~ <br />26.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br /> <br />1 <br />SEDCAD Utility Run Printed 03-171998 <br />SEDCA© 4.0 <br />Go~yrighl 1 ~JSS Pamela J. Schwab <br />Civi! Software Design <br />Exh. 7-14D <br />22 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />