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• <br />Streeter Gulch Ditch Sta. 10 to 33: Q=220.9 <br />Material: Riprap <br />Bottom Left Right Freeboard Freeboard Freeboard <br />Width (ft) 5ideslope Sideslope Slope (%) Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio ; <br />6.00 2.0:1 2.0:1 20.0 j 1.00 <br />PADER Method -Steep Slope Design <br />w!o Freeboard w/ Freeboard <br />Depth: 1.77 ft 2.77 ft <br />Top Width: 13.08 ft ~ 17.08 ft <br />Velocity: 13.07 fps <br />MX-Section Area: ~ 16.90 sq ft <br />Hydraulic Radius: 1.214 <br />Froude Number: 2.03 I <br />Manning's n: _ 0.0580 <br />I ~ Dmin; -____.._-12.00 in -____ <br />D50: 15.00 in <br />- - --°--~ <br />Dmax:~ 24.00 in ~ <br />r~ <br />~J <br /> <br />SEDCAD Utility Run Printed 09-18-1998 <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Exh. 7-14E <br />10 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />