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u <br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwah <br />Civil Software Design <br />1 <br />Southwest Tributary Sta. 0 to 30 :Q=1.0 <br />Material: Grass mixture <br />Left Right ° Retardance Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (/o} Limiting <br />passes Depth (ft) % of Depth Mult. x (VxD) <br />Ratio Ratio Velocity (fps) <br />3.0:1 3.0;1 3.0 C, B ± 1.00 ~ 5.0 <br /> Stability <br />Class C w/o <br />Freeboard Stability I <br />Class C w/ ~ <br />Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Depth: O.b4 ft 1.64 ft 0.93 ft 1.43 ft <br />Top Width: 3.82 ft 9.82 ft I 5.56 ft 11.56 ft <br />Velocity: 0.82 fps ~ fl.39 fps <br />X-Section Area: 1.22 sq ft 2.57 sq ft <br />Hydraulic Radius: 0.302 ~ 0.439 <br />Froude Number: 0,26 ~ 0.10 <br />Roughness Coefficient: 0.1411 ' 0.3832 r <br />• <br /> <br />SEDCAD Utility Run <br />Printed 09-23-1998 <br />Exh. 7-14E Revision Date: 7/25/06 <br />26 Revision No.: TR-63 <br />