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<br />Saguache Creek at gage <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\saguache.fm2 <br />Worksheet Saguache Creek at Gage (est.) <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: 11.00 ft to 20.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 20.00 <br />5.00 11.00 <br />35.00 11.00 <br />45.00 15.50 <br />85.00 16.50 <br />95.00 20.00 <br /> <br />0.004000 ftlft <br />17.50 ft <br /> <br />Start Station <br />0.00 <br />5.00 <br />35.00 <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 subcritical. <br /> <br />0.051 <br />1,289.08 cfs <br />310.66 ft2 <br />91 .44 ft <br />86.47 ft <br />6.50 ft <br />14.64 ft <br />0.012920 ftlft <br />4.15 ftls <br />0.27 ft <br />17.77 ft <br />0.39 <br /> <br />08/12/99 <br />02:03:35 PM <br /> <br />End Station <br />5.00 <br />35.00 <br />95.00 <br /> <br />RoughnE~ss <br />0.060 <br />0.030 <br />0.060 <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />