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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 />. <br />!. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. 08120/02 <br />. 09:59:26 AM <br />. <br /> <br />Section 84 <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\granby\granby_s.fm2 <br />Section B4 <br />Irregular Channel <br />Manning's Formula <br />Water Elevation <br /> <br />Input Data <br />Channel Slope 0.033300 ft/It <br />Elevation range: 99.50 It to 110.00 It. <br />Station (It) Elevation (It) <br />0.00 106.00 <br />28.00 104.00 <br />45.00 102.00 <br />62.00 100.00 <br />80.00 99.50 <br />96.00 100.00 <br />110.00 102.00 <br />115.00 104.00 <br />120.00 106.00 <br />125.00 108.00 <br />130.00 110.00 <br />Discharge 50.00 <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />130.00 <br /> <br />Roughness <br />0.040 <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 supercritical. <br /> <br />0.040 <br />100.16 It <br />13.97 1t2 <br />36.45 It <br />36.41 It <br />0.66 It <br />100.16 It <br />0.032009 ft/It <br />3.58 ft/s <br />0.20 It <br />100.35 It <br />1.02 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />... <br /> <br />FlowMaster v5.0B <br />Page 1 of 1 <br />