Laserfiche WebLink
1] <br />11 <br />Worksheet <br />Worksheet for Triangular Channel <br />Project Description <br />Worksheet <br />Triangular Channel - 1 <br />Flow Element <br />Triangular Channel <br />Method <br />Manning's Formula <br />Solve For <br />Discharge <br />Critical Depth <br />1.55 ft <br />Critical Slope <br />0.004260 ft/ft <br />Input Data <br />Mannings Coefficient <br />0.013 <br />Slope <br />0.005000 ft/ft <br />Depth <br />1.50 It <br />Left Side Slope <br />1.00 H: V <br />Right Side Slope <br />1.00 H: V <br />Results <br />Discharge <br />11.91 cfs <br />Flow Area <br />2.2 ft2 <br />Wetted Perimeter <br />4.24 ft <br />Top Width <br />3.00 It <br />Critical Depth <br />1.55 ft <br />Critical Slope <br />0.004260 ft/ft <br />Velocity <br />5.30 ft/s <br />Velocity Head <br />0.44 It <br />Specific Energy <br />1.94 ft <br />Froude Number <br />1.08 <br />Flow Type <br />Supercritical <br />"fxcty�- 11' 1 <br />0 tflov, MAIX g e-f� <br />u' <br />Project Engineer: Tina Tuason <br />c:\haestad\fmw\forward-chan.fm2 BRYAN A. STIRRAT & ASSOCIATES FlowMaster v6.0 [614b] <br />06/12/01 03:10:12 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 <br />