Laserfiche WebLink
<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 />. <br />. <br /> <br />Section A - 100-year Discharge <br />Worksheet 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 />Inpu1 Data <br />Channel Slope 0.016000 fVfl <br />Elevation range: 7.013.30 ft to 7,022.00 ft. <br /> <br />Station(ft) <br />0.00 <br />43.00 <br />90.00 <br />116.00 <br />119.00 <br />120.00 <br />133.00 <br />134.00 <br />137.00 <br />140.00 <br />199.oo <br />258.00 <br />387.00 <br />Discharge <br /> <br />Elevation (ft) <br />7,022.00 <br />7,020.00 <br />7,018.00 <br />7,016.00 <br />7,014.00 <br />7,013.30 <br />7,013.30 <br />7.014.00 <br />7.016.00 <br />7,016.00 <br />7,015.1D <br />7.016.00 <br />7,017.60 <br />1 ,4D4.00 <br /> <br />Start Station <br />0.00 <br />116.00 <br />140.00 <br /> <br />cis <br /> <br />Results <br />Wtd. Mannings Coefficient <br />Water Surface Elevation <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Height <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is subcritical. <br /> <br />11/14100 <br />11:05:14AM <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1866 <br /> <br />FIowMaster vS.08 <br />Page 1 of 1 <br /> <br />0.039 <br />7,016.90 ft <br />263.73 ft2 <br />227.60 ft <br />225.89 ft <br />3.60 ft <br />7.016.77 ft <br />0.021591 fVfl <br />5.32 fVs <br />0.44 ft <br />7.017.34 ft <br />0.87 <br /> <br />End Station <br />116.00 <br />140.00 <br />387.00 <br /> <br />Roughness <br />0.040 <br />0.035 <br />0.040 <br />