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<br />SEDCAD 4.0 <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />East Taylor Pond Ditch Sta. 0 to 31 : Q~1.0 <br />Material: Grass mixture <br />Left Right Retardance Freeboard Freeboard Freeboard ~ <br />5ideslope Sidestope Slope {%) lJmiting <br />Glasses Depth (ffj ~° of Depth Mult. x xD <br />Ratio Ratio (V ) Veloci f s <br />tY (p ) <br />3.0:1 3.0:1 2.0 C, B i 1.00 ~ 4.0 <br /> Stability <br />Class C w/a <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: 0.70 ff ~-~ 1.70 ft ~ 1.02 h 2.02 ft <br />Top Width: 4.18 ft 10.18 it i - 6.11 ft 12.11 ff <br />Velocity; 0.69 fps ~ 0.32 fps <br />X-Section Area: 1.45 sq ft ~- _ ~ 3.11 sq ff <br />Hydraulic Radius: <br />- 0.330 0.483 <br />Froude Number: 0.21 <br />_ <br />-- ~ O,Og _ j <br />Roughness <br />I Coefficient: 0.1460 _..-_--' ._ <br />- .---- <br />0.4028 <br /> <br />SEDCAD Utility Run <br />Exh. 7-14F <br />35 <br />1 <br />Printed 09-t8-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />