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• <br />Bottom Laft R+ght ~ Freeboard Freeboard Freeboard <br />Width (tt) Sideslope Srdesiope Stops ('i) pepth (ft) %. of Depth Muit. x (VxD) <br />_ Ratio Ratio __ <br />10.00 3.0:1 3.0:1 14:0 ; 1.00 <br /> <br />Prospect Ditch Sta. 0 to 15: Qw102..8 <br />Material: Rigrap <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w! Freeboard <br />Depth: D.65 ft 1,65 ft <br />Top Width: <br />_..__...__ 13.90 it 19.90 ft <br />Velocity" ... <br />x-Section Area: 7.77 sq ft ~~ <br /> <br />Hydraulic Radius: _ <br />_ 0.551 --I <br />T ~ <br />froude Number'; <br />t Manning`s n': <br />- e _.__ <br /> <br />. <br />. <br />~-----. <br />-{ <br /> <br />Dminr <br />050; _.. <br />. <br />.__~-_ <br />4.00 in <br />12A0 in _i <br /> <br />1 <br />Omax: t5.00 irj , <br />I 1 <br />~~ <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwav <br />Civil Software Design <br />Velocity and Manning's n calculations may not apply for this method. <br />SEDCAD EJtiiily Run Printed 05.17-1998 <br />Exh. 7-14D <br />17 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />