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r , <br />Leh Right <br />Eiottom Sideslope Sideslope Slope {°!°) Freeboard Freeboard Freeboard. <br />Width (tt) patio Ratio ( Depth {R) % of Depth Mult. x (VxD) <br />10.00 3.0:1 3.0:1 9.0 1.00 ~ <br />Simons/OSM Method -Steep Slope Design <br />r w/o Freeboard wl Freeboard <br /> Depth. 0.73 it 1.,73 ft <br />~ Top Width: i 4:38 ft 20.38 ft <br />-_. <br />I . <br />Velocity'; <br /> <br /> <br />I X-Section Area: <br />Hydraulic Radius: <br />Froude Number': 8:89 sq ft <br />0.&08 1 <br />--- - <br /> <br />---- -°.. <br />Manning's n': <br />--. <br />Omin: <br />._. <br /> <br /> <br />.00 in <br />-- <br /> <br /> <br /> <br />--- _- <br />~..._.. _. <br />D50: <br />~ <br />12.00 in I <br />-- ~ ---_ <br />'Dmax: 15.00. in <br />Velocity and Manning's n calouiations may not apply for this method. <br />I 1 <br />~_J <br /> <br />SEDCAD 4.0 <br />Copyright t 998 Aameia J Schwab <br />Cwll Software Design <br />West Pit Ditch Sta. a to ~ 4 ; Q-1.04.4 <br />Material: Rigrap <br />SEDCAD Utility Run <br />Exh. 7-14F <br />8 <br />1 <br />Rrtrtted 09-18-t998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />