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JUL-28-98 TUE 12:22 PM SHEPHERD MILLER FAX N0. 970 223 7111 P. O1 <br />III IIIIIIIIIIIIIIII <br />sss <br />• <br />Circular Channel Analysis ~ Design <br />Solved with Manning's Equation <br />Open Channel - Uniform flaw <br />Worksheet Name: west Elk Mine <br />Comment: Retention Pord Spillway Design <br />Solve For Actual Depth <br />• <br />Given Input Data: <br />Diameter.......... <br />Slope ............. <br />Manning's n....... <br />Discharge......... <br />Computed Results: <br />Depth ............. <br />Velocity.......... <br />F10W Area.... ... <br />Critical Depth.... <br />Critical Slope.... <br />Percent Full...... <br />Full Capacity..... <br />QMAX ~a'.94D........ <br />Froude Number..... <br />1.00 ft <br />0.0050 ft/ft <br />0.012 <br />1.24 cfs <br />0.47 ft <br />3.39 fps <br />0.37 sf <br />0.47 f[ <br />0.0051 ft/ft <br />47.29 $ <br />2.73 cfs <br />2.94 cfs <br />0.99 (flow is Subcritical) <br />Open Channel Flow Module, Version 3.21 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> <br />