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w►-� r <br />Leadville Mill -100 year storm TAt-{ <br />Worksheet for Triangular Channel 3� <br />Project Description <br />Project File c: lhaestadlacademiclfmwlproject1 .fm2 <br />Worksheet Leadville Mill -100 year storm <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Discharge <br />Input Data <br />8.61 <br />Mannings Coefficient <br />0.035 <br />Channel Slope <br />0.050000 ft/ft <br />Depth <br />1.25 ft <br />Left Side Slope <br />1.000000 H: V <br />Right Side Slope <br />1.000000 H : V <br />Results <br />Discharge <br />8.61 <br />cfs <br />Flow Area <br />1.56 <br />fe <br />Wetted Perimeter <br />3.54 <br />ft <br />Top Width <br />2.50 <br />ft <br />Critical Depth <br />1.36 <br />ft <br />Critical Slope <br />0.032246 ft/ft <br />Velocity <br />5.51 <br />ft/s <br />Velocity Head <br />0.47 <br />ft <br />Specific Energy <br />1.72 <br />ft <br />Froude Number <br />1.23 <br />Flow is supercritical. <br />12/13/12 Academic Edition FlowMaster v5.17 <br />01:31:42 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 <br />