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Worksheet <br /> Worksheet for Triangular Channel <br /> Project Description <br /> Worlcsheel Triangular Channel-1 <br /> Flow Element Triangular Channel <br /> Method Mannings Formula <br /> Solve For Discharge <br /> Input Data <br /> Mannings Coefficient 0.013 <br /> Slopfi .50 0.005 ft ftDept <br /> !eft Side Slope 1.00 H:V f <br /> Right Side Slope 1.00 H:V <br /> e000,wtAgc =— $ �g <br /> Results <br /> Discharge 11.81 cis <br /> Flow Area 2.2 rt= <br /> Wetted Perimeter 4.24 It <br /> Top Width 3.00 ft <br /> Critical Depth 1.55 ft <br /> Critical Slope 0.004280 ftM <br /> Velocity 5.30 itis 1 p{ <br /> Velocity Head 0.44 ft © + l <br /> Specific Energy 1.94 it _ <br /> Froude Number 1.D8 <br /> Flow Type Supercritical <br /> �p C. <br /> `j f <br /> Project Engineer:Tina Tuason <br /> c lhaesiatlYmwYomard than fm2 BRYAN A.STIRRAT t.ASSOCIATES FlowMasler v8.0 1614bj <br /> 06/12101 03 1 D 12 PM C Haesiad Methods,Inc. 37 Wookside Road Waterbury,C7 06708 USA (203)755-1666 Pape 1 of 1 <br />