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• <br />SEDCAD 4.0 <br />Copynght 1998 Pam@[a J. Schwab <br />Civil Software Oesign <br />i'inat East Pit C}itch Sta. ~ to 5fi: Q~102.4 <br />! Material- Riprap <br />1 Bottom Left Right ~ Freeboard Freeboard' Freeboard <br />Width (ft) 5ideslope Sideslope Slope {°!o) I Depth (ft) °f° of Depth Mult. x (VxD) <br />Ratio Ratio , <br />l 10.00 3.0:1 3.0;1 25.0. 1.00 <br />Simonsl4SM Method - Step Slope Design <br />wJo Freeboard w/ Freeboard <br />`.._-_ Depth; 0.43 ft _-1.43 ft i <br />Top Width.._ .X,F <br />_ <br />12^55 h <br />.. 18.55 ft <br />Velocity': <br />__ - <br />~ <br />w <br />X-Section Araa: <br />Hydraulic Radius: 4.79 sq ft <br />0.378 <br />Fronde Number'; <br /> <br />Drain; <br />D50: <br />Dmax: 6.00 in <br />18:00 in <br />22..50 in <br />Velocity and Manning's n calculations may not apply far this method. <br />• <br /> <br />SEDCAtO Uti(i(y Rutz _ - Printed 09-17-1998 <br />Exh. 7-14D <br />13 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />