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<br />Jacks Creek d/s of Cross Creek <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\saguache.fm2 <br />Worksheet Jacks Creek d/s of Cross 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: 3.30 ft to 10.00 ft. <br />Station (ft) Elevation (ft) <br />0.00 10.00 <br />9.00 8.40 <br />12.00 6.70 <br />14.00 6.10 <br />14.50 3.30 <br />16.00 3.70 <br />19.00 4.20 <br />20.00 5.70 <br />31.00 6.60 <br />38.00 8.00 <br />63.00 9.00 <br />108.00 10.00 <br /> <br />0.020000 ftlft <br />10.00 ft <br /> <br />Start Station <br />0.00 <br />14.50 <br />19.00 <br /> <br />End Station <br />14.50 <br />19.00 <br />108.00 <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 />0.038 <br />1,331.99 cfs <br />178.60 ft2 <br />112.12 ft <br />108.00 ft <br />6.70 ft <br />10.02 ft <br />0.019091 ftlft <br />7.46 ftls <br />0.86 ft <br />10.86 ft <br />1.02 <br /> <br />08/12/99 <br />02:02:13 PM <br /> <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />RoughnElss <br />0.040 <br />0.035 <br />0.040 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />