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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 /> <br />, . 08120/02 <br />I . 09:54:59 AM <br />. <br />... <br /> <br />Section 61 <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 - fsr\granby\granby_s.fm2 <br />Section B1 <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 />114. <br /> <br />112. <br /> <br />110. <br /> <br />108. <br /> <br />E' <br />~ <br /> <br />c <br />.Q 106. <br />~ <br />III <br />> <br />Ql <br />[ij <br /> <br />104. <br /> <br />102. <br /> <br />100. <br /> <br />0.040 <br />0.098400 flIlt <br />99.59 It <br />69.00 cfs <br /> <br />0 <br />0 <br />0 <br />0 / <br />0 ~ / <br />0 <br /> \ / <br />0 / <br /> -- """ ./' <br /> - - ./' <br /> ~ <br /> <br />98.0 <br />0.0 <br /> <br />100.0 <br />Station <br /> <br />150.0 <br />(ft) <br /> <br />200.0 <br /> <br />250.0 <br /> <br />50.0 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755-1666 <br /> <br />FJowMaster v5.0S <br />Page 1 of 1 <br />