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. . ` <br /> ~ircular Channel Analvsis & Desiqn <br /> Solved with Manning 's Equation <br /> ' Open Channel - Uniform flow <br /> Worksheet Name: <br /> Comment : 17.> ..T - 6f I�L <br /> Solve For Actual Depth <br /> Given Input Data: <br /> Diameter. . . . ^ ^ . ^ ^ ^ 1 . 25 ft <br /> Slope. . . . . . . . . ' . . . 0. 0700 ft/ft <br /> Manninq ' s n- . . . . . . 0. 013 <br /> Discharge. . . . . . . . . 12. 50 Us <br /> Computed Results:. <br /> Depth. . . . . . . . . . . . . 0. 79 it <br /> Velocity. . . . . . . . . ' 15. 21 fps <br /> Flow Area. . . . . . . . ^ 0. 82 s-;-- <br /> Critical <br /> fCritical DePth. . . . 1 . 22 ft <br /> Critical Slope. . . . 0. 0333 ft/ft <br /> Percent Full . . . . . . 63. 50 % <br /> Full Capacity. . , . . 17. 09 cis... <br /> QMAX @. 94D. . . . . . . . 18. 38 cfs <br /> Froude Number . . . . . 3. 24 (flow is Supercritical ) <br /> ' <br /> ' <br /> ' <br /> Open Channel Flow Module, Version 3. 16 (c) 1990 <br /> Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> ' <br />