Laserfiche WebLink
Guard Shack V -Pan <br />Worksheet for Triangular Channel <br />' Project Description <br />Project File c:lhaestadlfmw\pccpond8.fm2 <br />Worksheet Guard Shack Ditch V -Pan <br />Flow Element Triangular Channel <br />Method Mannings Formula <br />Solve For Equal Side Slopes <br />Input Data <br />Results <br />Mannings Coefficient <br />0.013 <br />Channel Slope <br />0.004018 ft/ft <br />Depth <br />0.50 ft <br />Discharge <br />5.25 cfs <br />• <br />Results <br />Left Side Slope <br />7.348391 <br />H : V <br />Right Side Slope <br />7.348391 <br />H : V <br />Flow Area <br />1.84 <br />ft' <br />Wetted Perimeter <br />7.42 <br />ft <br />Top Width <br />7.35 <br />ft <br />Critical Depth <br />0.50 <br />ft <br />Critical Slope <br />0.003953 <br />ft/ft <br />• <br />Velocity <br />2.86 <br />ft/s <br />Velocity Head <br />0.13 <br />ft <br />Specific Energy <br />0.63 <br />ft <br />Froude Number <br />1.01 <br />Flow is supercritical. <br />L <br />0 <br />RSS-14f <br />0625M FlowMaster v5.13 <br />03:46:29 PM Haestad Methods, Im. 37 Brookside Road Waterbury, CT 06708 (203) 7551666 Page 1 of 1 <br />