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03/21/12 <br />04:22:57 PM <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />Input Data <br />Mannings Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Discharge <br />Results <br />Depth <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is supercritical. <br />untitled.fm2 <br />Roadside Swale <br />Triangular Channel <br />Manning's Formula <br />Channel Depth <br />0.040 <br />0.100000 ft/ft <br />3.00 H : V <br />3.00 H : V <br />1.50 cfs <br />0.37 ft <br />0.41 ft <br />2.33 ft <br />2.21 ft <br />0.43 ft <br />0.041599 ft/ft <br />3.67 ft/s <br />0.21 ft <br />0.58 ft <br />1.51 <br />100 -YR Flow <br />Worksheet for Triangular Channel <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />FlowMaster v5.15 <br />Page 1 of 1 <br />