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<br />. <br />. <br />. <br />. <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 />. <br />. <br />. <br /> <br />Town of Nucla - Calamity Draw <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\08,town of nucla\calamity.fm2 <br />Calamity Draw - Section A <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.008000ftlft <br />Elevation range: 5,685.20 It to 5,691.00 It. <br /> <br />Station (It) <br />0.00 <br />38.00 <br />110.00 <br />121.00 <br />124.00 <br />127.00 <br />129.00 <br />131.00 <br />136.00 <br />152.00 <br />183.00 <br />215.00 <br />Discharge <br /> <br />Elevation (It) <br />5,691.00 <br />5,690.00 <br />5,689.00 <br />5,688.00 <br />5,687.00 <br />5,685.20 <br />5,685.20 <br />5,687.00 <br />5,688.00 <br />5,689.00 <br />5,690.00 <br />5,691.00 <br />433.00 <br /> <br />Start Station <br />0.00 <br />110.00 <br />136.00 <br /> <br />cfs <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 />0.057 <br />5,690.23 It <br />176.09 it" <br />162.57 It <br />161.01 It <br />5.03 It <br />5,689.50 It <br />0.045204 ftIft <br />2.46 ftIs <br />0.09 It <br />5,690.32 It <br />0.41 <br /> <br />11/15/00 <br />04:02:45 PM <br /> <br />Haestad Me1hods, Inc. 37 Brookside Road Watarbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaater v5.OB <br />Page 1 of 1 <br /> <br />End Station <br />110.00 <br />136.00 <br />215.00 <br /> <br />Roughness <br />0.060 <br />0.045 <br />0.060 <br />