Experiments were carried out in a horizontal channel with a free jump and jumps with jets introduced at various angles. Particles within the jumps were traced using a high-speed video camera and the images were processed using a computer to determine particle velocities within the jumps. A simple numerical model using Strip Integrals across the flow is used to predict the kinematic characteristics of such jumps. Numerical and experimental results agree satisfactorily. The results show that even a relatively small momentum flux of the impinging jet can profoundly influence the jump in terms of the velocities within the jump and its surface profile. Plunging breakers occurring on a beach as the wave breaks may also be represented as a hydraulic jump with a weak jet impinging at its toe. This study shows that the impinging jet can increase energy dissipation within a plunging breaker.
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June 2004
Research Article|
June 01 2004
The influence of impinging jets on hydraulic jumps Available to Purchase
Y. Yüksel;
Y. Yüksel
Professor
Department of Civil Engineering, Yıldız Technical University
Istanbul, Turkey
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M. Günal;
M. Günal
Assistant Professor
Department of Civil Engineering, Gaziantep University
Turkey
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T. Bostan;
T. Bostan
Research Assistant
Department of Civil Engineering, Yıldız Technical University
Istanbul, Turkey
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E. Çevik;
E. Çevik
Associate Professor
Department of Civil Engineering, Yıldız Technical University
Istanbul, Turkey
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Y. Çelikoğlu
Y. Çelikoğlu
Assistant Professor
Department of Civil Engineering, Yıldız Technical University
Istanbul, Turkey
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Publisher: Emerald Publishing
Received:
May 19 2003
Accepted:
January 08 2004
Online ISSN: 1751-7729
Print ISSN: 1741-7589
© 2004 Thomas Telford Ltd
2004
Proceedings of the Institution of Civil Engineers - Water Management (2004) 157 (2): 63–76.
Article history
Received:
May 19 2003
Accepted:
January 08 2004
Citation
Yüksel Y, Günal M, Bostan T, Çevik E, Çelikoğlu Y (2004), "The influence of impinging jets on hydraulic jumps". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 157 No. 2 pp. 63–76, doi: https://doi.org/10.1680/wama.2004.157.2.63
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