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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 />. 09:54:42 AM <br />. <br />... <br /> <br />Section AS <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 A5 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.010000 ftllt <br />Elevation range: 100.00 It to 108.00 It. <br />Station (It) Elevation (It) <br />0.00 106.00 <br />30.00 104.00 <br />57.00 102.00 <br />75.00 100.00 <br />80.00 100.00 <br />87.00 102.00 <br />97.00 104.00 <br />115.00 106.00 <br />295.00 108.00 <br />Discharge 70.00 <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />295.00 <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 />101.46 It <br />20.59 1t2 <br />23.52 It <br />23.23 It <br />1.46 It <br />101.17 It <br />0.026249 ftJft <br />3.40 ftls <br />0.18 It <br />101.64 It <br />0.64 <br /> <br />Roughness <br />0.040 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755~ 1666 <br /> <br />FlowMaster v5.08 <br />Page 1 of 1 <br />