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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 />. 09:54:54 AM <br />. <br /> <br />Section B1 <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 B1 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.098400 fVft <br />Elevation range: 99.00 ft to 114.00 ft. <br /> <br />Station(ft) <br />0.00 <br />5.00 <br />10.00 <br />15.00 <br />19.00 <br />24.00 <br />52.00 <br />66.00 <br />110.00 <br />142.00 <br />168.00 <br />198.00 <br />230.00 <br />Discharge <br /> <br />Elevation (ft) <br />114.00 <br />112.00 <br />110.00 <br />108.00 <br />106.00 <br />104.00 <br />102.00 <br />100.00 <br />99.00 <br />100.00 <br />102.00 <br />104.00 <br />106.00 <br />69.00 <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />230.00 <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 supercritical. <br /> <br />0.040 <br />99.59 ft <br />13.33 ft2 <br />45.03 ft <br />45.01 ft <br />0.59 ft <br />99.73 ft <br />0.032665 ftJft <br />5.18 ftJs <br />0.42 ft <br />100.01 ft <br />1.68 <br /> <br />Roughness <br />0.040 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 05708 (203) 755-1666 <br /> <br />... <br /> <br />FlowMaster v5.08 <br />Page 1 of 1 <br />