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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 />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />Cross-Section A - 100-year Discharge <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\09-town of norwood\gurley_e.fm2 <br />Section A - Upstream of Highway <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 />7022. <br /> <br />7021 .0 <br /> <br />7D20.0 <br /> <br />7019.0 <br /> <br />g7018.0 <br />c <br />o <br />'" <br />~ <br />Q) 7017.0 <br />ill <br /> <br />7016.0 <br /> <br />7015.0 <br /> <br />7014.0 <br /> <br />7013.0 <br />0.0 <br /> <br />11/14100 <br />11:05:20 AM <br /> <br />- <br /> <br />0.039 <br />0.016000ftlft <br />7.016.90 ft <br />1 ,404.00 cis <br /> <br /> <br /> <br />50.0 <br /> <br />10D.0 <br /> <br />150.0 200.0 250.0 <br />Station (ft) <br /> <br />3DO.D <br /> <br />350.0 <br /> <br />Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 7~1666 <br /> <br /> <br /> <br />400.0 <br /> <br />FIowMaster vS.08 <br />Page1of1 <br />