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r1 <br />• <br />SEDCAD 4.0 <br />Copyright ~ 998 Pamela J. Schwab <br />Civil Software Design <br />Taylor Tributary Ditch Sta. o to 65: Q =185.0 <br />Material: Rprap <br />Trapezoidal Channel <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) Sideslope 5ideslope Slope (%) Muit. x <br />o <br />Ratio Ratio Depth (ft) /o of Depth (VxD) I <br />j 10.00 2.0:1 2.0:1 23.0 1.00 <br /> <br />Simons/OSM Method -Steep Slope Design <br />w/o Freeboard w/ Freeboard I <br />Design Discharge: 185,00 cfs <br />Depth: 0.70 ft 1,70 ft <br />r--._.._..._---...___. - _-------- --...__ ................ . . ....-------... "_ <br />. ------- <br />~ ...__TOp Width:- _ ------12.82 ft -- -- 16,82 ft <br />-.... . <br />---- <br />V <br />l <br />i <br />* <br />ty <br />: <br />e <br />oc <br />f- -..-..---- ---- .................--_------------1 <br />I X-Sedion Area; ---- .......-8~~ ~ ~ ----..... _ _-----~ <br />s Hydraulic Radius: 0.611 <br />Froude Number*: <br />r--- <br />i Manning's n*; ' <br />_Dmin:----_._.......-. 8.00 in <br />D50: 24.00 in <br />~ Dmax; 30.00 in i <br />Velocity and Manning`s n calculations may not apply for this method, <br />1 <br />Revision Submitted ~ ~ 99 <br />Revision No. ~if - -98 <br />• <br />SEDCAD Utility Run Printed OS-06-1999 <br />Exh. 7-14C Revision Date: 7/25/06 <br />14 Revision No.: TR-63 <br />