Laserfiche WebLink
2% haul road ditch <br />• Worksheet for Triangular Channel <br />Project Description <br />Project File c:lhaestad\fmw195266.fm2 <br />Worksheet Bowie No. 2 2°/a haul road ditches 6/11 <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input Data <br />Mannings Coefficient 0,035 <br />Channel Slope 2.0 <br />Lett Side Slope 2.0 H : V <br />Right Side Slope Z.0 H : V <br />Discharge 6.57 cfs <br />• <br />• <br />Results <br />Depth 0.98 ft <br />Flow Area 1.90 fF <br />Wetted Perimeter 4.36 ft <br />Top Width 3.90 ft <br />Critical Depth 0.92 ft <br />Critical Slape 0.026801 tuft <br />Velocity 3.45 it/s <br />Veocity Head 0.19 ft <br />Specific Energy 1.16 ft <br />Froude Number 0.87 <br />Flow is subcritical. <br />OBn 319G <br />04:09:14 PM Haestad Methods, Inc. 37 arookside Road Waterbury, CT 06708 (203) 755.1668 <br />wrgvrcr-vt <br />FlowMaatar X5,71 <br />Papa 1 0l 1 <br />