Technical Notes
May 3, 2018

Numerical Simulation of Vertical Buoyant Wall Jet Discharged into a Linearly Stratified Environment

Publication: Journal of Hydraulic Engineering
Volume 144, Issue 7

Abstract

Results are presented from a numerical simulation to investigate the vertical buoyant wall jet discharged into a linearly stratified environment. A tracer transport model considering density variation was implemented. The standard k-ϵ model with the buoyancy effect was used to simulate the evolution of the buoyant jet in a stratified environment. Results show that the maximum jet velocity trend along the vertical direction has two regions: acceleration and deceleration. In the deceleration region, jet velocity is reduced by the mixing taking place between jet fluid and ambient lighter fluid. Jet velocity is further decelerated by the upward buoyant force when ambient fluid density is greater than jet fluid density. The normalized peak value of the cross-sectional maximum jet velocity decreases with λ (the ratio between the characteristic momentum length and the buoyancy length). When λ<1, the dimensionless maximum penetration distance (normalized by the characteristic buoyancy length) does not vary much and has a value between 4.0 and 5.0, whereas it increases with increasing λ for λ1. General good agreement between the simulations and measurements was obtained, indicating that the model can be successfully applied to investigate the mixing of buoyant jet with ambient linearly stratified fluid.

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Acknowledgments

The research reported in this paper is financially supported by the UK Engineering and Physical Sciences Research Council (EPSRC: EP/G066264/1), the National Natural Science Foundation of China (51609214, 41376099, and 51609213), the National Natural Science Foundation for Distinguished Young Scholars of China (Grant No. 51425901), the Public Project of Zhejiang Province (2016C33095), and the Key Project of Zhejiang Science and Technology (2015C03003). The comments and suggestions made by the chief editor, the associate editor, and reviewers significantly improved the quality of the manuscript.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 144Issue 7July 2018

History

Received: Oct 26, 2016
Accepted: Dec 8, 2017
Published online: May 3, 2018
Published in print: Jul 1, 2018
Discussion open until: Oct 3, 2018

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Authors

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Zhiyong Zhang
Senior Engineer, Dept. of Estuary, Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, China.
Professor, School of Engineering, Univ. of Bradford, Bradford BD7 1DP, UK (corresponding author). Email: [email protected]
Jian Zeng
Professor, Dept. of Estuary, Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, China.
Jinhai Zheng
Professor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing 210098, China.
Xiuguang Wu
Professor, Dept. of Estuary, Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, China.

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