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• <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Southeast Tributary Sta. 0 to 34 :Q=1.1 <br />Material: Grass mixture <br />Left Right Retardance Freeboard Freeboard Freeboard Limiting <br />Sideslope Sldeslope Slope (%} Classes l Depth (ft) % of Depth Mult. x (VxD) ~ Velocity (fps) <br />Ratio Ratio <br />3.0:1 3.0:1 20.0 C, B 1.00 ; 5.0 <br /> Stability <br />Gass C w/o <br />Freeboard Stability <br />Class C w/ <br />Freeboard Capacity <br />Gass B w/o <br />Freeboard Capaaty <br />Class a w/ <br />Freeboard <br />Depth: <br />~ 0.43 ft <br />.~T 1.43 ft ' 0,61 ft 1.61 ft <br />Top Width: 2.59 ft 8.59 ft 3.64 ft 9.64 ft <br />Velocity: 1.97 fps 1.00 fps <br />X-Section Area: 0.56 sq ft 1.11 sq ft <br />Hydraulic Radius: 0.204 ~` I 0.288 ~~~~ i <br />Froude Number: <br />- 0.75_ <br />^TT 0.32 <br />Roughness Coefficient; 0.1170 ~~ 0.2918 <br />• <br />SEDCAD Utility Run Printed 09-23-1998 <br />Exh. 7-14E <br />29 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />1 <br />