Technical Papers
Sep 3, 2014

Turbulent Interaction of a Buoyant Jet with Cross-Flow

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 12

Abstract

This paper presents large eddy simulations (LES) and experimental results of buoyant jets in cross-flow (JICF). Mixing behavior of buoyant JICF is governed by the velocity ratio (γ) and the jet Richardson number (Ri). Four buoyant JICF cases are studied with 0.68<γ<1.28 and 0.31<Ri<1.83. In this range, both initial buoyancy and initial momentum are important; the release of overflow dredging plumes is a practical example within this range. The shape, size, and vertical location of simulated jet concentration cross sections compare well to measured ones. The LES results are also compared with semiempirical formulas for buoyant JICF. Those formulas use an added mass coefficient (kn) and a spreading rate (β) as calibration parameters. In the present study, it is found that path, dilution, and spreading can be well predicted by applying kn=0 and β=0.7; those values result in better predictions than when using the advised values—namely, kn=1, 0.34<β<0.62. Cross contours for concentration (C/Cmax) and fluctuations (C/Cmax) show self-similar behavior. The maximum value for a buoyant JICF is C/Cmax=0.450.65. The intriguing discovery is made that the jet of a buoyant JICF overtakes its own cross-flow: the average horizontal streamwise velocity of the jet of a buoyant JICF is slightly larger than the cross-flow velocity. This effect is found for all four buoyant JICF cases considered in this study, but is strongest for the deepest buoyant JICF trajectories. The increased horizontal streamwise velocity of the jet originates from zones with increased velocity next to the initially vertical jet, which acts as a vertical cylindrical obstacle.

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Acknowledgments

This paper is written as part of a Ph.D. study in the Building with Nature innovation program. The financial support of Building with Nature and the interaction with other research carried out within the program are highly appreciated. The Building with Nature program (2008–2012) is funded by several sources, including the Subsidieregeling Innovatieketen Water (SIW, Staatscourant nrs 953 and 17009) sponsored by the Netherlands Ministry of Infrastructure and the Environment, and partner contributions from the participants in the EcoShape Foundation. The program receives cofinancing from the European Fund for Regional Development (EFRO) and the Municipality of Dordrecht. Part of this work was sponsored by Nederlandse organisatie voor Wetenschappelijk Onderzoek (NWO) Exacte Wetenschappen (Netherlands Organization for Scientific Research: Physical Sciences) for the use of supercomputer facilities, with financial support from the NWO.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 12December 2014

History

Received: Mar 28, 2013
Accepted: Jul 8, 2014
Published online: Sep 3, 2014
Published in print: Dec 1, 2014
Discussion open until: Feb 3, 2015

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Authors

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Lynyrd de Wit [email protected]
Faculty of Civil Engineering and Geosciences and Mechanical, Maritime and Materials Engineering, Section of Dredging Engineering, Delft Univ. of Technology, Mekelweg 2, 2628 CD, Delft, Netherlands (corresponding author). E-mail: [email protected]; [email protected]
Cees van Rhee [email protected]
Faculty of Civil Engineering and Geosciences and Mechanical, Maritime and Materials Engineering, Section of Dredging Engineering, Delft Univ. of Technology, Mekelweg 2, 2628 CD, Delft, Netherlands. E-mail: [email protected]
Geert Keetels [email protected]
Faculty of Civil Engineering and Geosciences and Mechanical, Maritime and Materials Engineering, Section of Dredging Engineering, Delft Univ. of Technology, Mekelweg 2, 2628 CD, Delft, Netherlands. E-mail: [email protected]

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