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• <br />r~ <br />L_J <br />• <br />toe to pond culvert <br />Worksheet for Circular Channel <br />Project Description <br />Project File c:lhaestadlfmw195266.fm2 <br />Worksheet toe to pond 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 3.0 <br />Depth 1.50 ft <br />Diameter 24.00 in <br />Results <br />Discharge 19.35 cfs <br />Flow Area 2.53 ft' <br />Wetted Perimeter 4.19 ft <br />Top Width 1.73 ft <br />Critical Depth 1.58 ft <br />Percent Full 75.00 <br />Critical Slope 0.026707 fUft <br />Velocity 7.66 Ws <br />Velocity Head 0.91 ft <br />Specific Energy 2.41 ft <br />Froude Number 1.12 <br />Maximum Discharge 22.83 cfs <br />Full Flow Capacity 21.22 cfs <br />Full Flow Slope 0.024946 ft/ft <br />Flow is supercritical. <br />O6n 3196 <br />06:59:58 AM Haeslad Malhods, Inc. 37 Brookside Road Waterbury. CT 06700 (203) 755-1666 <br />wrqu~cx-ol <br />FlowMastar v5.11 <br />Pape 1 0l 7 <br />