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<br />. <br /> <br />Middle Creek #1 (most u/s) <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\saguache.fm2 <br />Worksheet Middle Creek #1 (most u/s) <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: 7.60 ft to 10.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 10.00 <br />8.00 .9.20 <br />14.00 8.50 <br />19.00 7.80 <br />22.00 7.60 <br />26.00 8.00 <br />29.00 7.60 <br />35.00 8.00 <br />41.00 8.40 <br />47.00 9.00 <br />57.00 9.30 <br />65.00 10.00 <br /> <br />0.022000 ftlft <br />10.00 ft <br /> <br />Start Station <br />0.00 <br />14.00 <br />41.00 <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 />0.036 <br />618.46 cfs <br />84.75 ft2 <br />65.27 ft <br />65.00 ft <br />2.40 ft <br />10.11 ft <br />0.017144 ftlft <br />7.30 ftls <br />0.83 ft <br />10.83 ft <br />1.13 <br /> <br />08/~ 2/99 <br />02:02:58 PM <br /> <br />End Station <br />14.00 <br />41.00 <br />65.00 <br /> <br />Roughne!ss <br />0.0310 <br />0.04:5 <br />0.0310 <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 />