Laserfiche WebLink
• <br />• <br />r1 <br />~J <br />Ditch From Toe to Pond <br />Worksfieet for Triangular Channel <br />Project Description <br />Project File c:lhaestadUmw195266.fm2 <br />Worksheet Bowie No. 2 ditch from toe to pond 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 2.7 <br />Lek Side Slape 2,0 H : V <br />Right Side Slope 2.0 H : V <br />Discharge 12.88 cfs <br />Results <br />Depth 1.19 ft <br />Flow Area 2.82 TF <br />Wetted Perimeter 5.31 ft <br />Top Width 4.75 ft <br />Critical Depth 1.21 ft <br />Critical Slope 0.024500 ff/k <br />Velocity 4.57 ft/s <br />Velocity Head 0.32 ft <br />Specific Energy 1.51 ft <br />Froude Number 1.05 <br />Flow is supercritical. <br />0&13196 <br />04:10:57 PM Haeatad Merhada, Inc. 37 Brookside Rcad Waterbury, CT 06708 (203) 755-f66G <br />ADCQUACY-01 <br />FbwMecter iFj.71 <br />Paps 1 of 1 <br />