Laserfiche WebLink
• <br />• <br />r1 <br />haul road switchback culvert <br />Worksheet for Circular Channel <br />Project Description <br />Project File c:lhaestad\fmw195266.fm2 <br />Worksheet haul road switchback 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 10.0 <br />Depth 12.0 in <br />Diameter 18.00 in <br />Results <br />Discharge 14.10 cfs <br />Flow Area 1.25 fN <br />Wetted Perimeter 2.87 ft <br />Top Width 1.41 ft <br />Critical Depth 1.38 ft <br />Percent Full 66.67 <br />Critical Slope 0.0532 76 ft/ft <br />Velocity 11.27 ft/s <br />Velocity Head 1.97 ft <br />Specific Energy 2.97 ft <br />Froude Number 2.11 <br />Maximum Discharge 19.35 cfs <br />Full Flow Capacity 17.99 cfs <br />Full Flow Slope 0.061447 fUft <br />Flow is supercritical. <br />08/73196 <br />08:00:33 AM Haesletl Malhoda, Inc. 37 arookeltla Roetl Waterbury, CT 08708 (203) 7557868 <br />NICQUACY-el <br />FlowMaetar v6.17 <br />Paps 7 0l 1 <br />