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• <br />• <br /> <br />Civil Software Design j <br />Taylor Tributary Ditch Sta. 65 to 108: Q=91.0 <br />Material: Riprap <br />Trapezoidal Channel <br />1, Left Right Freeboard Freeboard Freeboard <br />Baltom Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Depth (ft) °~ of Depth (VxD) <br />10.00 2.0:1 2.0:1 10.D ' 1.00 <br />SEDCAD 4.0 <br />Copyright 1996 Pamela J. Schwab <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />~ Design Discharge: 91,00 cfs <br /> Depth: 0.67 ft 1.67 ft <br /> Top Width: 12.69 ft 16.69 ft <br /> <br /> velocity*; <br /> X-Section Area: 7.64 sq ft <br /> Hydraulic Radius: 0.587 <br /> <br />Froude Number*: _._ <br /> <br />---- Manning's n*; <br />-..__.__...._,_.._...---- <br />...... <br />- --. ... <br />....----------------..i <br /> Dmin: . <br />00 in <br />3 ~ <br /> - _ . <br />D50: _ <br />.. <br />9.00 in <br />~ Dmax: 11.25 in <br />Revision Submitted ...J 7 99 <br />Revision ~. r~- 98 <br />SEDCAD Utility Run Printed 05-06-1999 <br />Exh. 7-14C Revision Date: 7/25/06 <br />18 Revision No.: TR-63 <br />