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Circular Channel Analysis & Desig/` <br /> _ . Solved with Manninq 's Equation <br /> ' Open Channel - Uniform flow <br /> Worksheet Name: <br /> Comment : ]- ( .�1~« ����V� �� r_ � <br /> ~ ~ <br /> Solve For Actual Depth <br /> Given Input Data: <br /> Diameter . . . . . . ' . . 2. 00 ft <br /> Slooe. , . . . . . . . . . . . 0. 0033 ft/ft <br /> Manning 's n. . . . . . . 0. 013 <br /> Discharge. . . . . . . . . 11 . 60 cfs <br /> CrmpuLed Results: <br /> Deoth. . . . ' . . . . . . . . 1 . 47 ft <br /> Velocity. . . . . . . . . . 4. 68 fps <br /> Flow Area. . . . . . . . . 2. 48 sf <br /> Critical Depth . . . . 1 . 22 ft <br /> Critical Slope. . . . 0. 0055 ft/ft <br /> Percent Full . . . . . . 73. 66 % <br /> Full Capacity. . . . . 13. 00 cfs <br /> QMAX @. 94D. . . . . . . . 13. 98 cfs <br /> Froude Number . . . . . 0. 69 (flow is Subcritical ) <br /> - <br /> Omen Channel Flow Module, Version 3. 16 (c) 1990 <br /> Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> , <br /> ' <br />