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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 />. 09:54:03 AM <br />. <br /> <br />Section A3 <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 A3 <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 />116.0 <br /> <br />114. <br /> <br />112.0 <br /> <br />110.0 <br /> <br />g 108.0 <br /> <br />c <br />o <br />~ <br />> <br />Q) 106.0 <br />[jj <br /> <br />104.0 <br /> <br />102.0 <br /> <br />100.0 <br /> <br />0.040 <br />0.030000 flIlt <br />100.39 It <br />68.00 cis <br /> <br /> <br />98.0 <br />0.0 <br /> <br />50.0 <br /> <br />100.0 <br />Station <br /> <br /> <br />150.0 <br />(It) <br /> <br />200.0 <br /> <br />250.0 <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 />