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11 <br />J <br />C <br />Worksheet <br />Worksheet for Trapezoidal Channel <br />Project Description <br />Results <br />Worksheet <br />Trapezoidal Channel - 1 <br />Flow Area <br />40.0 ft2 <br />Flow Element <br />Trapezoidal Channel <br />Top Width <br />14.00 ft <br />Method <br />Manning's Formula <br />Critical Slope <br />0.002223 ft/ft <br />Solve For <br />Discharge <br />Velocity Head <br />3.10 ft <br />Input Data <br />7.10 ft <br />Froude Number <br />1.47 <br />Mannings Coefficient <br />0.013 <br />Slope <br />0.005000 tuft <br />Q�rs rYGj� <br />Depth <br />4.00 ft <br />Left Side Slope <br />1.00 H : V <br />Right Side Slope <br />1.00 H : V <br />Q1-00'4~ <br />Bottom Width <br />6.00 ft <br />No <br />Project Engineer. Tina Tuason <br />c:\haestad\fmw\forward-chan.fm2 BRYAN A. STIRRAT & ASSOCIATES FlowMaster v6.0 [614b] <br />06/12/01 03:01:54 PM © Haestad Methods, Inc_ 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 <br />Results <br />Discharge <br />564.99 cfs <br />Flow Area <br />40.0 ft2 <br />Wetted Perimeter <br />17.31 It <br />Top Width <br />14.00 ft <br />Critical Depth <br />4.94 ft <br />Critical Slope <br />0.002223 ft/ft <br />Velocity <br />14.12 ft/s <br />Velocity Head <br />3.10 ft <br />Specific Energy <br />7.10 ft <br />Froude Number <br />1.47 <br />Flow Type <br />Supercritical <br />No <br />Project Engineer. Tina Tuason <br />c:\haestad\fmw\forward-chan.fm2 BRYAN A. STIRRAT & ASSOCIATES FlowMaster v6.0 [614b] <br />06/12/01 03:01:54 PM © Haestad Methods, Inc_ 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 <br />