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<br />Ward Gulch u/s of Jacks Creek <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\saguache.fm2 <br />Worksheet Ward Gulch u/s Jacks Creek <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: 3.90 ft to 10.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 10.00 <br />2.00 3.90 <br />6.50 4.50 <br />13.50 4.50 <br />19.00 5.50 <br />23.00 6.60 <br />28.00 8.00 <br />36.00 9.10 <br />43.00 10.00 <br /> <br />0.040000 ftlft <br />10.00 ft <br /> <br />Start Station <br />0.00 <br />2.00 <br />19.00 <br /> <br />End Station <br />2.00 <br />19.00 <br />43.00 <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 />0.049 <br />1,778.65 cfs <br />142.25. ft2 <br />48.02 ft <br />43.00 ft <br />6.10 ft <br />10.45 ft <br />0.026747 ftlft <br />12.50 ftls <br />2.43 ft <br />12.43 ft <br />1.21 <br /> <br />08/12/99 <br />02:04:00 PM <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />Roughne~ss <br />0.03~5 <br />0.04~5 <br />0.05S <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />