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• <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J Schwab <br />Civil Software besign <br />Prospect Ditch Sta. 0 to 15: Q-1 a2.8 <br />Material: Riprap <br />Bottom Left Right. ' Freeboard Freeboard Freeboard + <br />Sideslope SidesEope Slope {°f } ) <br />Width {~~ Ratio _ Ratio ~ Depth {ft) % of Depth Mult. x {VxD) <br />10.00 3,0:1 3,0:1 12.0: 1.00 <br />Simons/QSM Method -Steep Siope Design <br />wJo Freeboard. w/ Freeboard <br />Depth: 0.69 tt 1.:69 fi <br />Top Width: <br />_~'~-~ _ W 14,15 ft 20,15 tt <br />~ <br />Velority': <br />! <br />____ <br /> <br />X-Section Area: <br />...,_~_.__.___~~___. __ _ <br />8.34 sq h <br />i <br />~ Hydraulic Radius: __~, <br />0.581 <br />Frauds Number": <br />i- --------- _ <br />Dmin: . _.__ --- -------- <br />4.00 in <br />~ D60: 12,04 in <br />~ Dmax: 15.00 to <br />Velocity and Manning`s n calculations may not apply for this method. <br /> <br />LJ <br />SEDCAD Utility Run <br />Exh. 7-14D <br />16 <br />'I <br />Printed 08-17-1998 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />