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' ^ Circular Channel Analysis & Design <br /> _ Solved with Manninq 's Equation <br /> ' Open Channel - Uniform flow <br /> Worksheet Name: <br /> � ' <br /> Comment: T}.-' c\ 7�. ��a »�' P` <br /> Solve For Actual Depth <br /> Given Input Data,- <br /> Diameter. . . . . . . . . . <br /> ata:Diameter. . . . . . . . . . 2. 00 ft <br /> Slope. . . . . . . . . . . . . 0. 0033 ft/ft <br /> Manning 's n. . . . . . . 0. 013 <br /> Discharge. . . . . . . . . 9. 26 cfs <br /> Computed Results,- <br /> Depth. . . . . . . . . . . . . <br /> esults:Depth. . . . . . . . . ^ ^ . . 1 . 25 ft <br /> Velocity. . . . . . . . . . 4. 49 fps <br /> Flow Area. . . . . . . . . 2. 06 sf <br /> Critical Depth . . . . 1 . 09 ft <br /> Critical Slope. . . . 0. 0051 ft/ft <br /> Percent Full . . . . . . 62. 39 % <br /> Full Capacity. . . . . 13. 00 cfs <br /> QMAX @. 94D. . . . . . . . 13. 98 cfs <br /> Froude Number. . . . . 0. 77 (flow is Subcritical ) <br /> ' <br /> ' <br /> Open Channel Flow Module, Version 3. 16 (c) 1990 <br /> Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> ' <br /> ' <br />