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C. <br />• <br /> Stability <br />Class C w/o <br />Freeboard Stability ~ <br />Class C w/ ~ <br />freeboard I Capacity <br />Class 8 w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Depth: 0.22 ft 1.22 ft ~ <br />~ 0.34 ft 1.34 ft <br />Top Width: 6.33 ft <br />~ ~~ :12.33 ft~ 7,03 ft 13.03 ft <br />Velocity: 3.10 fps ~ 1.91 fps <br />X-Section Area: <br />_ 1.26 sq ft _ ~V 2.04 sq ft <br />Hydraulic Radius: <br />_ 0.196 <br />_-_- 0.2@6 <br />Froude Number: 1.23 _.__ ..__._ <br />' ~l 0.63 s <br />Roughness Coefficient: 0.0498 __~ 4,2079 <br />_ .. _.___---... --- ._..._____ ... _ _.e_., ._._..------------ ......_.------ -_.._ .___.__-------- <br />SEflCAO Ut11Ity FZun Printed 09.23_q 998 <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. SthwaL <br />Civil Software Design <br /> <br />Prospect Ditch Sta. 15 to 52 :Q-3.9 <br />Material; Grass mixture <br />Bottom Sides ope Sideslape Slope (% Retardance ~ Freeboard Freeboard freeboard <br />~ <br />~ Limiting <br />Classes Depth (ft) °~ of Depth Mult, x (VxD~ <br />Width (ft) Ratio Ratio Velocity (fps <br />5.00 3,Or1 3A;1 38.0 C, B j 1.00 I 4.0 <br />Exh. 7-14D <br />25 <br />Revision Date: 7/25/06 <br />Revision No. TR-63 <br />