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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 />. 08120/02 <br />. 09:54:29 AM <br />. <br /> <br />Section A4 <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 A4 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.024700 ftllt <br />Elevation range: 99.00 It to 110.00 It. <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />297.00 <br /> <br />Station (It) <br />0.00 <br />25.00 <br />38.00 <br />48.00 <br />59.00 <br />70.00 <br />200.00 <br />215.00 <br />230.00 <br />272.00 <br />285.00 <br />290.00 <br />297.00 <br />Discharge <br /> <br />Elevation (It) <br />108.00 <br />106.00 <br />104.00 <br />102.00 <br />100.00 <br />99.00 <br />99.00 <br />100.00 <br />102.00 <br />104.00 <br />106.00 <br />108.00 <br />110.00 <br />68.00 <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 />99.23 It <br />31.14 1t2 <br />136.10 It <br />136.09 It <br />0.23 It <br />99.20 It <br />0.039952ft1lt <br />2.18 ftls <br />0.07 It <br />99.31 It <br />0.80 <br /> <br />Roughness <br />0.040 <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 />