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<br />. <br />. <br />. <br />. <br />;. <br />I. <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 />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />Section B-1 OO-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 B - Downstream of Highway <br />Irregular Channel <br />Manning's Fomlula <br />Water Elevation <br /> <br />~ <br /> <br />Section Data <br />Wtd. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br /> <br />701D. <br /> <br />7009.5 <br /> <br />7DD9.D <br /> <br />7D08.5 <br /> <br />7D08.0 <br /> <br />E' <br />~7007.5 <br />c <br />o <br />i <br />~ 7007.0 <br />ill <br /> <br />7D06.5 <br /> <br />7006.0 <br /> <br />7005.5 <br /> <br />7005.D <br /> <br />7004.5 <br />0.0 <br /> <br />11/14/00 <br />11:05:58 AM <br /> <br />- <br /> <br />0.036 <br />0.012oooftlft <br />7,007'.64 ft <br />1,404.00 cis <br /> <br /> <br /> <br />50.0 <br /> <br />100.0 150.0 20D.0 250.0 3DO.0 350.0 <br />Station (f1) <br /> <br />400.D 45D.0 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1866 <br /> <br />FJowMaster vS.08 <br />Page 1 of 1 <br />