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SEDCAD 4.0 <br />Copyright 7448 Pamela J. Schwab <br />Civil Software Design <br />_~- ___._.._~~_.._---..__._~_....~.v_ __.__..___.__._..__..._--.---___-. _.__....__.___.._.._ <br />Material: Riprap <br />Lett Right 4 Freeboard Freeboard Freeboard <br />Bottom Sideslope Sideslope Slope (°1) l <br />Width (fl) Ratio Ratio ~ Depth (fl) % of Depth MUit. x (Vxp) <br />10.00 3.0:1 3.0:1 28.0 ! 1:04 <br />Simons/OSM Method -Steep Sloe Design <br /> wlo Freeboard w! Freeboard <br />Depth: 0.42 tt 1.42 ft <br />~^ Top Width: 1.2.52 ft 18.52 tt <br />Velocity': <br />~~~~ <br />____ X.-Section Area: ~-_~ 4.75 sq tt <br />~ <br />-__...~. <br />^ <br />Hydraulic Radius: <br />i m <br />__ x0_373 <br />_ <br />Froude Number <br />.Manning s n': <br />Dmin: <br />8.00 in~ <br />_ <br /> <br />D50: _ <br />, <br />18.00 in <br />~ Dmax: 22.50 in <br />Velocity and Manning's n ca3nulanons may not apply forthis•method. <br />1~ <br />u <br />1 <br />SEDCAD Utility Ftun Printed 09-18-1998 <br /> <br />Exh. 7-14F Revision Date: 7/25/06 <br />13 Revision No.: TR-63 <br />