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SEDCAD 4.0 <br />CopynghR'1996 Pamela J. Schwan <br />Civil SottwareDasign <br />Bottom Left Aiyht ~ Freeboard Freeboard Freeboard <br />Width (ft) Sideslape Sideslope &tope (%} ~ Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio i <br />10:00 3.0:1 3.0:1 21,0 ( 1:00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.51 it i.51 h <br />Top Width: 13.04 ft 19.04 ft <br />. <br />Velocity`, ._..__ <br />--_...._ <br />~ X-Section Area; 5.83 sq fl <br />Hydraul}c Radius: 0.442 ~~~ <br />~~-~" - <br />Froude Number': "'°-_.__.._..__.- <br />i Manning`s n`: <br />Dmin: <br />6.00 in <br />I D50; <br />Dmax- 18.00 in <br />22.50 in <br />u <br />Final East Pit ©itch Sta. 0 to 56: Q-102.4 <br />Material: Riprap <br />Velocity and Mann)ng~s n calculations may not applytor this method. <br />SEDCAD Utility Run Printad 09.17-199& <br />Exh. 7-14D <br />12 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />