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lii uai uu ltiu 11.11 FAS W W WHEELER <br />.. • <br />Worksheet <br />Worksheet for Circular Channel <br />Project escription <br />Project File untitled.fm2 <br />Worksheet Lower Intercepter Culvert <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input ata <br />Mannings Coe cient 0.024 <br />Channel Slope 0.001000 ft/ft <br />Diameter 72.00 in <br />Discharge 77.00 cfs <br />esults <br />Depth 5.35 <br />Flow Area 26.62 ft' <br />Wetted Perimeter 14.83 ft <br />Top Width 3.73 ft <br />Critical Depth 2.35 ft <br />Percent Fuil 89.18 <br />Critical Slope 0.010749 ft/ft <br />Velocity 2.89 ft/s <br />Velocity Head 0.13 ft <br />Specific Energy 5.48 ft <br />Froude Number 0.19 <br />Maximum Discharge 78.03 cfs <br />Full Fiow Capacity 72.54 cfs <br />Full Flow Slope 0.001127 fUft <br />Flow is subcritical. <br />09/05/00 <br />08;57:45 AM Haestad Methods, Ine. 37 Brookside Road Waterbury, CT 06708 (203) 755.1666 <br />RECEIVED TIME NOV. 9. 11t11RM PRINT TIt1E NOV. 9. 11~18RN <br />faj 006 <br />FfavrMaster v5.13 <br />Page 7 of 7 <br />