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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 />. 09:54:21 AM <br />. <br /> <br />Section A 1 <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />d:\cwcb - Isrlgranbylgranby_s.fm2 <br />Section A 1 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />112. <br /> <br />110. <br /> <br />108. <br /> <br />E' 106. <br />~ <br /> <br />c <br />o <br />:;:: <br /><Il <br />> <br />Q) <br />[ij 104. <br /> <br />102. <br /> <br />100. <br /> <br />- <br /> <br />0.040 <br />0.016700 ft/It <br />99.95 It <br />53.00 cIs <br /> <br />0 \ <br /> \ ~ ~ <br /> ~ <br /> \ ~ <br />0 \ I <br /> / <br />0 <br />0 \ <br /> \ / <br />0 <br />0 \ / <br /> \ - I <br /> <br />98.0 <br />0.0 <br /> <br />200.0 250.0 300.0 <br />Station (It) <br /> <br />350.0 <br /> <br />400.0 <br /> <br />450.0 500.0 <br /> <br />100.0 <br /> <br />150.0 <br /> <br />50.0 <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 />