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SEDCAD 4.Q <br />Copyright 1988 Pamela J Schwab <br />Civil Sortware Design <br />West Pit Ditch Sta. 0 t© 14 : Q-100.4 <br />Material:: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Bottom Sidestope Sidesiope Siope (%) <br />Width (ft) Ratio Ratio Depth (ft) % of Depth Mult. x (VxD) <br />1D.D0 3.0:1 3.0:1 21.D j 1:00 <br />Simons/OSM Method -Steep Slope Design <br /> w!o Freeboard w/ Freeboard <br />~~ <br />~~ <br />Depth: ~ 1.50 ft <br />T <br />0.50 ft <br />~~ <br />Top Width: 13.00 ft 19.00 ft <br />._~_~.._.~~_ <br />- <br />Velocity': - <br />X-Section Area 5.75 sq ft <br />._. __ <br />___.__ <br />._ <br />hydraulic Radius: _ <br />` <br />0.437 <br />Froude Number": <br />Manning's n': <br />Dmin: 0.00 in <br />D50: ~ d.00 in <br />•-- - <br />-.-...---- <br />i Dmax: jl <br />22.50 in <br />Velocity and Manning's n calculations may not apply for this method. <br />• <br />SEDCAD Utility Run <br />J <br />Printed 09-10-1990 <br />Exh. 7-14F Revision Date: 7/25/06 <br />12 Revision No.: TR-63 <br />