Laserfiche WebLink
SEP-24-62 08:56AM PROM-Hand Mill Tnd Fioor <br />6T0 T25 0538 T-172 P.557 F-458 <br />Worksheet <br />Worksheet for Circular Channel <br />roiect Description <br />roject File untiUe . 2 <br />Worksheet Lower Intercepter Culvert <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input Data <br />Mannings Coefficient 0,024 <br />Channel Slope 0.001000 fUft <br />Diameter 60.00 in <br />Discharge 47.00 cfs <br />Results <br />Depth 4.40 ft <br />Flow Area 18.29 ft~ <br />Wetted Perimeter 12.16 ft <br />Top Width 3.26 ft <br />Critical Depth 1.92 ft <br />Percent Full 87.91 <br />Critical Slope 0.011387 ft/ft <br />Velocity 2.57 ft/s <br />Velocity Wead 0.10 ft <br />Specific Energy 4.50 ft <br />Froude Number 0.99 <br />Maximum Discharge 47.99 cfs <br />Full Flow Capacity 44.61 cfs <br />Full Flow Slope 0.001110 ft/ft <br />Flow is subcritical. <br />09/OSI00 FlowMaster v5.13 <br />08:08:16 AM Haesnd Methods, Ina 37 Brookside Road Waterbury, CT 06708 (203) 755-1888 Page 1 of 1 <br />