Laserfiche WebLink
07/18/11 <br />01:28:49 PM <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />Input Data <br />Mannings Coefficient <br />Channel Slope <br />Depth <br />Left Side Slope <br />Right Side Slope <br />Results <br />Discharge <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is supercritical. <br />Access Road Ditch Calculations <br />Worksheet for Triangular Channel <br />c: \haestad \academic \fmw \may 2 .fm2 <br />Access Road Ditch <br />Triangular Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.100000 ft/ft <br />0.50 ft <br />2.000000 H : V <br />2.000000 H : V <br />2.47 cfs <br />0.50 ft <br />2.24 ft <br />2.00 ft <br />0.62 ft <br />0.030530 ft/ft <br />4.95 ft/s <br />0.38 ft <br />0.88 ft <br />1.74 <br />Haestad Methods, Inc. <br />FlowMaster v5.17 <br />Academic Edition <br />37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 <br />