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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 />. 08120102 <br />i . 09:54:46 AM <br />. <br />I ... <br /> <br />Section A5 <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\granbylgranby_s.fm2 <br />Section A5 <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 />108.0 <br /> <br />107.0 <br /> <br />106. <br /> <br />105.0 <br /> <br />E' <br />~ <br /> <br />c <br />.2 104.0 <br />~ <br />I1l <br />> <br />Q) <br />w <br /> <br />103.0 <br /> <br />102.0 <br /> <br />101.0 <br /> <br />100.0 <br />0.0 <br /> <br />0.040 <br />0.010000ftJlt <br />101.46 It <br />70.00 cis <br /> <br /> <br />50.0 <br /> <br /> <br />100.0 <br /> <br />150.0 <br />Station (It) <br /> <br />200.0 <br /> <br />250.0 <br /> <br />300.0 <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 />