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<br />Middle Creek #2, just d/s of Cabin Draw <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\saguache.fm2 <br />Worksheet Middle Creek #2, just d/s of Cabin Draw <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Input Data <br />Channel Slope <br />Water Surface Elevation <br />Elevation range: 3.20 ft to 10.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 10.00 <br />7.00 6.00 <br />14.00 9.00 <br />21.00 9.00 <br />33.00 7.40 <br />43.00 6.80 <br />51.00 6.40 <br />52.00 5.30 <br />57.00 5.20 <br />64.00 3.20 <br />73.00 3.80 <br />80.00 7.40 <br />87.00 9.10 <br />124.70 10.00 <br /> <br />0.020000 ftlft <br />10.00 ft <br /> <br />Start Station <br />0.00 <br /> <br />Results <br />Wtd. Mannings Coefficient <br />Discharge <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 />2,826.59 cfs <br />303.32 ft2 <br />128.39 ft <br />124.70 ft <br />6.80 ft <br />10.09 ft <br />0.017847 ftlft <br />9.32 ftls <br />1.35 ft <br />11.35 ft <br />1.05 <br /> <br />08/12/99 <br />02:03:21 PM <br /> <br />End Station <br />124.70 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />Roughne!ss <br />0.040 <br /> <br />FlowMaster v5.12 <br />Pag~ 1 of 1 <br />