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• SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Lett Right Retardance Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Classes ~ Depth {ft) °~ of Depth Mult. x (VxD) + Velocity (fps) <br />Ratio Ratio <br />3.0:1 3.0:1 6.0 C, B ~ 1.00 4.0 <br /> Stability <br />Class C w/o <br />Freeboard Stability <br />Class C w/ <br />Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Depth: 0.55 ft <br />~^ TW 1.55 ft I 0.79 ft 1.79 ft I <br />Top Width: 3.28 ft 9.28 tt <br />~ 4.73 ft 10.73 ft <br />Velocity; 1.11 tps <br />~ ~ 0.54 ips <br />X-Section Area: 0.90 sq ft 1.86 sq ft <br />Hydraulic Radius: 0.259 , _ i 0.374 __._+~ <br />Froude Number: <br />W 0.38 <br />__~. 0.15 ~ <br />Roughness <br />Coefficient: 0.1330 0.3520 <br />• <br />East Taylor Pond Ditch Sta. 0 to 31 : Q=1.0 <br />Material: Grass mixture <br />SEDCAD Utility Run Printed 69-18-1998 <br /> <br />Exh. 7-14F Revision Date: 7/25/06 <br />36 Revision No.: TR-63 <br />