This paper presents an experimental study of a 90° channel junction with equal and opposing flow in the upstream main channel. The aim of the study is to predict the size of the recirculation zones in the downstream branch channel that are formed as the flow makes a 90° turn after colliding and the associated energy loss. Detailed three-dimensional velocity profiles are measured with an acoustic Doppler velocimeter in the upstream main channel and downstream branch channel for different width ratios of the main and branch channels and inlet Froude numbers. The velocity profiles are depth-averaged to determine the maximum width of the recirculation zones in the branch channel. The velocity and flow depth distributions in the main and branch channels near and within junctions are dependent on inlet Froude number and channel width ratio. An analytical model based on mass, momentum and energy principles is developed and used to predict the maximum width of the recirculation zones. The maximum relative error in the predicted maximum width of the separation zone is less than 6·5%.
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June 2008
Research Article|
June 01 2008
Investigation of equal and opposing flow junctions Available to Purchase
C. S. Frizzell, PhD;
C. S. Frizzell, PhD
Department of Civil Engineering
Clemson University
South Carolina, USA
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A. A. Khan, PhD, MASCE;
A. A. Khan, PhD, MASCE
Assistant Professor
Department of Civil Engineering, Clemson University
South Carolina, USA
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D. Werth, PhD, PE
D. Werth, PhD, PE
Principal
Clemson Engineering Hydraulics, LLC, Anderson
South Carolina, USA
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Publisher: Emerald Publishing
Received:
January 23 2007
Accepted:
November 27 2007
Online ISSN: 1751-7729
Print ISSN: 1741-7589
© 2008 Thomas Telford Ltd
2008
Proceedings of the Institution of Civil Engineers - Water Management (2008) 161 (3): 127–134.
Article history
Received:
January 23 2007
Accepted:
November 27 2007
Citation
Frizzell CS, Khan AA, Werth D (2008), "Investigation of equal and opposing flow junctions". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 161 No. 3 pp. 127–134, doi: https://doi.org/10.1680/wama.2008.161.3.127
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