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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 />I. <br />. <br />. <br />i. <br />. <br />. <br />. <br />i. <br />. <br />. <br />. <br /> <br />Section B-1 OO-year Discharge <br />Worksheet for Irregular Channel <br /> <br />11114100 <br />11 :05:49 AM <br /> <br />- <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 Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.0120ooftlft <br />Elevation range: 7,004.60 ft to 7.Dl0.oo ft. <br /> <br />Station (ft) <br />0.00 <br />4D.00 <br />78.00 <br />98.00 <br />117.00 <br />123.00 <br />138.00 <br />152.00 <br />159.00 <br />166.00 <br />262.00 <br />441.00 <br />Discharge <br /> <br />Elevation (ft) <br />7,010.00 <br />7.008.00 <br />7.006.00 <br />7.004.60 <br />7.004.60 <br />7.006.00 <br />7,007.40 <br />7,006.00 <br />7,005.90 <br />7,006.00 <br />7,008.00 <br />7,010.00 <br />1,404.00 <br /> <br />Start Station <br />0.00 <br />78.00 <br />138.00 <br /> <br />End Station <br />78.00 <br />138.00 <br />441.00 <br /> <br />Roughness <br />0.040 <br />0.035 <br />0.040 <br /> <br />cfs <br /> <br />Results <br />Wtd. ManninQS Coefficient <br />Water Surface Elevation <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Height <br />Cr~ical Depth <br />Critical Slope <br />Veloc~ <br />Veloc~ Head <br />Specific Energy <br />Froude Number <br />Flow is subcritical. <br /> <br />0,036 <br />7,007.64 ft <br />258..96 ft" <br />198.06 ft <br />197..66 ft <br />3.04 ft <br />7.007..46 ft <br />0..D17271 ftIft <br />5.42 ft/s <br />0.46 ft <br />7,008.09 ft <br />0,84 <br /> <br />Haestad Methods. 104::. 37 Brookside Road Waterbury, CT 06708 (203) 755-1668 <br /> <br />FIowMastar VS.08 <br />Page 1 of 1 <br />