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10.0 <br />9.0 <br />8.0 <br />7.0 <br />6.0 <br />tv <br />5.0 <br />N <br />U <br />N <br />• ' i <br />3.0 <br />2.0 <br />1.0 <br />i. <br />Leadville Mill -100 year Storm A-4}}6+1mEL-q <br />Plotted Curves for Triangular Channel 41/ <br />Project Description <br />Project File c:l haestad lacademiclfmwlprojectl.fm2 <br />Worksheet Leadville Mill -100 year storm <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Discharge <br />Constant Data <br />Mannings Coefficient 0.035 <br />Channel Slope 0.050000 ft/ft <br />Left Side Slope 1.000000 H : V <br />Right Side Slope 1.000000 H : V <br />Input Data <br />Minimum Maximum Increment <br />Depth 0.00 1.25 0.10 ft <br />Discharge vs Depth <br />12/13/12 <br />01:33:49 PM <br />0.2 0.4 0.6 0.8 1.0 1.2 <br />Depth (ft) <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755.1666 <br />1.4 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />