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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 />I. <br />:. <br />,. <br />. 08120102 <br />. . 09:55:06 AM <br />. <br /> <br />Section 82 <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 - Isr\granby\granby_s.fm2 <br />Section B2 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.100000 Wit <br />Elevation range: 99.00 ft to 106.00 It. <br />Station (It) Elevation (It) <br />0.00 106.00 <br />41.00 104.00 <br />46.00 102.00 <br />51.00 100.00 <br />72.00 99.00 <br />183.00 100.00 <br />195.00 102.00 <br />209.00 104.00 <br />Discharge 72.00 <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />209.00 <br /> <br />cIs <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 supercritical. <br /> <br />- <br /> <br />0.040 <br />99.49 ft <br />15.70 ft2 <br />64.40 ft <br />64.39 ft <br />0.49 ft <br />99.59 ft <br />0.034952 Wft <br />4.58 Ws <br />0.33 ft <br />99.81 ft <br />1.64 <br /> <br />Roughness <br />0.040 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.0B <br />Page 1 of 1 <br />