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Worksheet <br /> Worksheet for Trapezoidal Channel <br /> Project Description <br /> Worksheet Trapezoidal Channel-1 <br /> Flaw Element Trapezoidal Channel <br /> Method Manning's Formula <br /> Solve For Discharge <br /> Input Data <br /> Mannings Coefficient 0.013 <br /> Slope 0.005000 ftM <br /> Depth 3.50 ft _��� �5 <br /> Left Side Slope 1.00 H:V � <br /> Right Side Slope 1.00 H:V (� low,wtst c s 2�?�j, e" <br /> Bottom Width 6.00 ft <br /> Results O ke— <br /> Discharge 439.47 cls <br /> Flow Area 33.2 It' <br /> Wetted Perimeter 15.90 ft <br /> Top Width 93.00 ft <br /> Critical Depth 4.31 ft <br /> Critical slope 0.002275 ttht <br /> Velocity 13.22 ftfs !,I <br /> Velocity Head 2.71 It <br /> Specific Energy 6.21 it (j 3 • U <br /> Froude Number 1.46 (G e qL," <br /> Flow Type Svpercritical �Y <br /> Projed Engineer.Tina Tuason <br /> c:1haestadlrmwVorward-chan.lm2 BRYAN A.STIRRAT&ASSOCIATES FlowMaslw ve.0(614b) <br /> 08/12/01 03:01:26 PM m Haeslad Methods,Im 37 i3rookside Road Walerbury,CT 08708 USA (203)7551886 Page 1 of 1 <br />