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<br />Ex. Cross Culvert <br />Worksheet for Circular Channel <br />Project Description <br />Project File c:\docume-1\crunda-1.cor\my documents\temp job\peroulis gravel pit\drainage\peroulis.fm2 <br />Worksheet Ex. Culvert <br />Flow Element Circular Channel <br />Method Manning`s Formula <br />Solve For Discharge <br />Input Data <br />Mannings Coefficient 0.024 <br />Channel Slope 0.020000 ft/ft <br />Depth 1.50 ft <br />Diameter 18.00 in <br />Results <br />Discharge 8.05 cfs w <e . ,' <br />? <br />Flow Area 1.77 J <br />ftz <br />Wetted Perimeter 4.71 ft <br />Top Width 0.37e-7 ft <br />Critical Depth 1.10 ft <br />Percent Full 100.00 <br />Critical Slope 0.025425 ft/ft <br />Velocity 4.55 ft/s <br />'velocity Head 0.32 ft <br />Specific Energy 1.82 ft <br />Froude Number 0.12e-3 <br />Maximum Discharge 8.66 cfs <br />Full Flow Capacity 8.05 cfs <br />Full Flow Slope 0.020000 ft/ft <br />Flow is subcritical. <br /> <br />08/06109 FlowMaster v5.13 <br />03:05:16 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1