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iiiuaiou ltllJ 11.11 FAZ W W WHEELER f~J005 <br />Worksheet <br />Worksheet for Circular Channel <br />Project escriptton <br />Project File untitled. 2 <br />Worksheet Lower Intercepter Culvert <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input eta <br />Mannings Coefficient 0.024 <br />Channel Slope 0.001000 ft/ft <br />Diameter 66.00 in <br />Discharge 51.00 cfs <br />esults <br />Depth 4.03 ft <br />Flow Area 18.65 ftz <br />Wetted Perimeter t 1.30 k <br />To? Width 4.87 ft <br />Critical Depth 1.95 ft <br />Percent Full 73.25 <br />Critical 51ope 0.010922 ft/ft <br />Velocity 2.73 ff/s <br />Velocity Head 0.12 ft <br />Specific Energy 4.15 ft <br />Froude Number 0.25 <br />Maximum Discharge 61.87 cfs <br />Full Flow Capacity 57.52 cfs <br />Full Flow Slope 0.000786 ft/ft <br />Flow is subcritical. <br />09105/00 FlowMaster v5.13 <br />08:08:37 AM Haestad McNOds, Inc. 37 0rookskle Road Waterbury, CT 08708 (203) 755.1666 Pape 1 of 1 <br />RECEIVED TIME NOV. 9. SS~11RM PRINT TIME NOV, 9. 11~16Y~1'1 <br />