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0.6 <br />0.55 <br />0.5 <br />0.45 <br />0.4 <br />0.35 <br />a� <br />0.3 <br />U <br />!O 0.25 <br />0.2 <br />0.15 <br />0.1 <br />0.05 <br />0.0 <br />4T1-ACAmGKX :q-- <br />Leadville Mill -10 year storm -Z Jfo <br />Plotted Curves for Triangular Channel / <br />Project Description <br />Project File c:\haestad \academic \fmw \projectl.fm2 <br />Worksheet Union Milling- Leadville Mill <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Dischar e <br />Constant Data <br />Mannings Coefficient 0.035 <br />Channel Slope 0.050000 fuft <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 0.45 0.05 ft <br />Discharge vs Depth <br />0.0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 <br />Depth (ft) <br />12/13/12 Academic Edition FlowMaster v5.17 <br />01:26 :55 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 00708 (203) 755 -1666 Page 1 of 1 <br />