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Guard Shack Ditch <br />Worksheet for Rectangular Channel <br />' Project Description <br />Project File c:Utaestad\fmw~pccpond8.fm2 <br />Worksheet guardshack <br />Flow Element Rectangular Channel <br />Method Manning's Formula <br />Solve For Discharge <br />Input Data <br />Mannings Coefficient 0.013 <br />Channel Slope 0.003000 fUft <br />Depth 0.80 ft <br />Bottom Width 2.00 ft <br />• ResuRs <br />Discharge 5.83 cfs <br />Flow Area 1.60 ft <br />Wetted Perimeter 3.60 ft <br />Top Width 2.00 ft <br />Critical Depth 0.64 ft <br />Critical Slope 0.005530 ftlft <br />Velocity 3.65 fUs <br />Velocity Head 0.21 ft <br />Specific Energy 1.01 ft <br />Froude Number 0.72 <br />Flow is subclifical. <br />~J <br />RSS-14e <br />FlowMaeler X5.13 <br />03:46:70 PM Heastad Mathoda, Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755-1668 Pepe 1 of 1 <br />