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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 />.10:00:03 AM <br />. <br /> <br />Section 86 <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 B6 <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 />106.0 <br /> <br />105.0 <br /> <br />104. <br /> <br />E'103.0 <br />~ <br /> <br />c <br />o <br />; <br />> <br />Q) <br />ill 102.0 <br /> <br />101.0 <br /> <br />100.0 <br /> <br />99.0 <br />0.0 <br /> <br />.. <br /> <br />0.040 <br />0.008900 Wit <br />100.41 It <br />310.00 cIs <br /> <br /> <br />100.0 <br /> <br />200.0 <br /> <br />300.0 <br />Station <br /> <br />400.0 <br />(ft) <br /> <br /> <br />500.0 <br /> <br />600.0 <br /> <br />700.0 <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 />