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Permanent Side Ditches <br />• Worksheet for Triangular Channel <br />Project Description <br />Project File c:Ihaestadlfmw195266.fm2 <br />Worksheet Bowie No. 2 Permanent Side Ditches 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 36.0 <br />Left Side Slope 2.0 H : V <br />Right Side Slope 2.0 H : V <br />Discharge 6.57 cfs <br />ResuNs <br />Depth 0.57 ft <br />Flow Area 0.64 ft= <br />Wetted Perimeter 2.54 ft <br />Top Width 2.27 ft <br />• <br />Critical Depth 0.92 ft <br />Critical Slope 0.026802 fUft <br />Velocity 10.21 it/s <br />Velocity Head 1.62 ft <br />Specific Energy 2.19 ft <br />Froude Number 3.38 <br />Flow is supercritical. <br />• <br />06/13196 <br />64:10:17 PM Heeslod Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (20.'!) 755.1666 <br />l1D000ACY-Ol <br />FlowMaetsr v5.11 <br />Papa 1 of 1 <br />