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Pond Diversion Ditch <br />Worksheet for Triangular Channel <br />• <br />Project Description <br />Project File c:lprojecLs197009197009.frn2 <br />Worksheet Pond Diversion DRch <br />Flaw Element Triangular Channel <br />Method Manning's Formula <br />Salve For Channel Depth <br />Input Data <br />Mannings Caeffident 0.022 <br />Channel Slope 1.0 <br />Left Side Slope 2.0 H : V <br />Right Side Slope 2.0 H : V <br />Discharge 9.7 cfs <br />Results <br />• <br />• <br />Depth 1.1 ft <br />Flow Area 2.33 ft <br />Wetted Perimeter 4.83 ft <br />Top Width 4.32 ft <br />Critical Depth 1.08 ft <br />Critical Slope 0.010053 ft/ft <br />Velocity 4.16 ft/s <br />Velocity Head 0.27 ft <br />Specific Energy 1.35 ft <br />Froude Number 1.00 <br />Flaw is subcritical. <br />04/77/97 FlowMeater v5.11 <br />0524:34 PM Haeatad Malhods, Inc. 37 aroolmitle Road Waterbury, CT 06708 (203) 7557668 Page 7 0l 7 <br />