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<br /> <br />SEDCAD 4.0 <br />Copyright 1996 Pamela J. Schwab <br />Civil Software Design <br />Taylor Tributary/ Ditch Sta. o to 65: Q=185.0 <br />Material: Ripra>, <br />Trapezoidal Channel <br />I Left Right Freeboard Freeboard Freeboard i <br />Bottom <br />Sideslope Sideslope Slope (°~) <br />Width (ft) Ratio Ratio Depth (ft) % of Depth Mult. x <br />(VxD) <br />10.00 2.0:1 2.0:1 10.D 1.00 -~ <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w/ Freeboard <br />Design Discharge: 185.00 cis <br />Depth: 1.05 ft Z,05 ft <br />Top Width: 14.19 ft 18.19 ft <br />! Velocity*: <br />X-Section Area: 12.69 sq ft <br />Hydraulic Radius: 0.864 <br />Froude Number <br />Manning's n*: <br />i ...............- ---- - -----------~--------._..._............__._._. <br />Dmin: S.DOIn <br />_..----------..__..._.---.._...._......._........_ .... _..... _......---- ----a <br />DSD: 15.D0 in ~ <br />Dmax: 18,75 (n <br />Velodty and Manning's n calculations may not apply for this metho d. <br />1 <br />revision Submitted ~' <br />Revision No. _ %~- ~8 <br />J <br />SEDCAD Utility Run Printed 05-06-1999 <br />Exh. 7-14C Revision Date: 7/25/06 <br />8 ~ Revision No.: TR-63 <br />