Technical Papers
May 22, 2012

Buoyancy Effect on Turbulent Round Jet under Regular Waves

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 139, Issue 3

Abstract

The mean and turbulence properties of a turbulent buoyant jet discharged at middepth in a direction opposite to the wave propagation direction are experimentally investigated using particle image velocimetry. Three kinds of effluent jets are employed for examining the effects of buoyancy on the interactions of a horizontal round jet in both the jet’s potential core region and the self-similar region with regular waves. By comparing the buoyant jet in a stagnant ambient environment and a wave field, the experiment demonstrates that the widths of the positive and negative jets increase significantly because of the buoyancy effect and the wave dispersion effect—a clear indication of enhanced jet diffusion. As expected, the turbulence intensity and Reynolds stress of the buoyant jet is also significantly influenced when the jet is acted upon by waves. To quantify this influence, the eddy viscosity is calculated on the basis of the measurements. An examination of the buoyant jet’s energy budget shows that when the jet is under the waves, its mean kinetic energy decreases while its turbulent kinetic energy increases, indicating an increase in turbulence production. By examining the near-field property, it is found that the turbulence production, advection, and dissipation terms of the buoyant jet under waves are greater than those of a buoyant jet in a stagnant environment, owing to the greater interaction between the buoyancy effects and the water waves near the free surface.

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Acknowledgments

We express sincere gratitude to the National Science Council in Taiwan and the Sinotech Foundation for Research and Development of Engineering Sciences and Technology for their financial support (grant number: NSC 100-2628-E-006-017). This research was, in part, supported by the Ministry of Education, Taiwan, R.O.C. The Aim for the Top University Project to National Cheng-Kung University. We are grateful to the anonymous reviewers for their valuable comments and suggestions. T. W. Hsu wishes to acknowledge the support by the Research Center for Energy Technology and Strategy, NCKU and the Research Center for Ocean Energy and Strategy, NTOU.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 139Issue 3May 2013
Pages: 190 - 208

History

Received: Nov 9, 2011
Accepted: May 17, 2012
Published online: May 22, 2012
Published in print: May 1, 2013

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Jian-Feng Lin [email protected]
Ph.D. Candidate, Dept. of Hydraulic and Ocean Engineering, National Cheng Kung Univ., Tainan 701, Taiwan. E-mail: [email protected]
Shih-Chun Hsiao [email protected]
Associate Professor, Dept. of Hydraulic and Ocean Engineering, National Cheng Kung Univ., Tainan 701, Taiwan (corresponding author). E-mail: [email protected]
Tai-Wen Hsu [email protected]
Professor, Dept. of Hydraulic and Ocean Engineering, National Cheng Kung Univ., Tainan 701, Taiwan. E-mail: [email protected]
Kuang-An Chang, M.ASCE [email protected]
Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843. E-mail: [email protected]

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