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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />I. <br />I. <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 />. 08120102 <br />. 10:00:28 AM <br />. <br /> <br />... <br /> <br />Section B8 <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 - Isr\granby\granby_s.fm2 <br />Section B8 <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 />0.040 <br />0.005900 ft/ft <br />100.60 ft <br />279.00 cIs <br /> <br />104. <br /> <br />5 <br />0 <br />5 <br />0 / <br />"" /' <br />5 "" / <br /> '-.... /' <br /> "" / <br />0 <br /> \ ,/ <br /> ~ / <br />5 "" <br /> / <br /> / <br /> I <br /> V <br /> <br />103. <br /> <br />103. <br /> <br />102. <br /> <br />102. <br />E' <br />~ <br /> <br />c <br />.Q 101. <br />- <br />III <br />> <br />Q) <br />[jj <br />101. <br /> <br />100. <br /> <br />100.0 <br /> <br />99.5 <br /> <br />99.0 <br />0.0 <br /> <br />100.0 <br /> <br />300.0 <br /> <br />400.0 500.0 600.0 <br />Station (ft) <br /> <br />700.0 <br /> <br />200.0 <br /> <br />800.0 <br /> <br />900.0 1000.0 <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 />