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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. 08120102 <br />. 09:59:55 AM <br />. <br /> <br />Section B6 <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />d:\cwcb - fsr\granby\granby_s.fm2 <br />Section 86 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.008900 ftlft <br />Elevation range: 99.50 ft to 106.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 104.00 <br />53.00 102.00 <br />231.00 100.00 <br />338.00 99.50 <br />414.00 100.00 <br />621.00 102.00 <br />654.00 104.00 <br />663.00 106.00 <br />Discharge 310.00 <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />663.00 <br /> <br />Roughness <br />0.040 <br /> <br />cfs <br /> <br />Results <br />Wtd. Mannings Coefficient <br />Water Surface Elevation <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Height <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is subcritical. <br /> <br />0.040 <br />100.41 ft <br />136.48 ft2 <br />261.58 ft <br />261.58 ft <br />0.91 ft <br />100.20 ft <br />0.031851ft1ft <br />2.27 ftls <br />0.08 ft <br />100.49 ft <br />0.55 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />... <br /> <br />FlowMaster v5.08 <br />Page 1 of 1 <br />