Dissolution process of a single bubble under pressure with a large-density-ratio multicomponent multiphase lattice Boltzmann model

Xiaolong He, Jianmin Zhang, Qian Yang, Haonan Peng, and Weilin Xu
Phys. Rev. E 102, 063306 – Published 24 December 2020

Abstract

A large-density-ratio and tunable-viscosity-ratio multicomponent multiphase pseudopotential lattice Boltzmann model is used to study the dissolution process of a bubble under pressure. The multi-relaxation-time collision operator, exact-difference-method external force scheme, and scaling coefficient k are applied to ensure the numerical stability of the model. The influence of k in the equation of state (EOS) and intermolecule interaction strength on the stationary bubble evolution process are discussed, and the effect of k on thermodynamic consistency is also analyzed. The results indicate that adjusting the scaling coefficient in the EOS changes the surface tension and interface thickness, and that the gas-liquid interface width w is proportional to 1/k. Considering the effect of k on the surface tension, interface thickness, and thermodynamic consistency, the scaling coefficient should be between 0.6 and 1. Furthermore, the dissolution process of a single bubble under pressure is studied using the developed model, and it is found that the dissolution mass and concentration of dissolved gas increase linearly with increases in the pressure difference, and that the concentration of dissolved gas is proportional to the gas pressure after the fluid system reaches equilibrium. These results are consistent with Henry's law.

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  • Received 26 August 2020
  • Revised 2 December 2020
  • Accepted 8 December 2020

DOI:https://doi.org/10.1103/PhysRevE.102.063306

©2020 American Physical Society

Physics Subject Headings (PhySH)

Fluid Dynamics

Authors & Affiliations

Xiaolong He1,2, Jianmin Zhang1,*, Qian Yang2,3, Haonan Peng1, and Weilin Xu1

  • 1State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu 610065, China
  • 2Tianjin Research Institute for Water Transport Engineering, Key Laboratory of Engineering Sediment, Ministry of Transport, Tianjin 300456, China
  • 3Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China

  • *Corresponding author: zhangjianmin@scu.edu.cn

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Vol. 102, Iss. 6 — December 2020

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