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Thermodynamically consistent phase-field modelling of activated solute transport in binary solvent fluids

Published online by Cambridge University Press:  24 January 2023

Jisheng Kou*
Affiliation:
Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing, 312000 Zhejiang, PR ChinaSchool of Mathematics and Statistics, Hubei Engineering University, Xiaogan, 432000 Hubei, PR China
Amgad Salama
Affiliation:
Mechanical Engineering Department, Faculty of Engineering, University of Saskatchewan, Saskatoon, SK, S7N 5A9, Canada
Xiuhua Wang*
Affiliation:
School of Mathematics and Statistics, Hubei Engineering University, Xiaogan, 432000 Hubei, PR China
*
†Email addresses for correspondence: jishengkou@163.com, wangxiuhua163email@163.com
†Email addresses for correspondence: jishengkou@163.com, wangxiuhua163email@163.com

Abstract

Active diffusion of substances in binary immiscible and incompressible fluids with different densities occurs universally in nature and industry, but relevant mathematical models and numerical simulation have been studied scarcely so far. In this paper, a thermodynamically consistent phase-field model is established to describe the activated solute transport in binary fluids with different densities. A mixed free-energy function for multiple solutes is proposed, which leads to different solute chemical potentials in binary solvent fluids, thus it has the ability to characterize the solubility difference of the solutes in two solvents. The two-phase flow is governed by a general hydrodynamic phase-field model that can account for general average velocity and different densities. The proposed model is derived rigorously using the second law of thermodynamics. Moreover, a general multi-component solute diffusion model is established using the Maxwell–Stefan approach, which involves the crossing influences between different solutes. To solve the model effectively, an efficient, linearized and decoupled numerical method is proposed for the model as well. The proposed numerical method can preserve the thermodynamical consistency, i.e. obeying an energy dissipation law at the discrete level, as well as guarantee the mass conservation law for the solutes and solvent fluids. Numerical experiments are carried out to show that the proposed model and numerical method can simulate various processes of the solute active diffusion in two-phase solvent fluids.

Information

Type
JFM Papers
Copyright
© The Author(s), 2023. Published by Cambridge University Press
Figure 0

Figure 1.Phase variable in Example 1.

Figure 1

Figure 2.Diffusion of the solute concentration at different times in Example 1.

Figure 2

Figure 3.Comparison of numerical results with the exact solution in Example 1: (a) profiles of numerical and exact solutions; (b) errors between numerical and exact solutions.

Figure 3

Figure 4.Concentration profiles with different values of $\epsilon$ in Example 1.

Figure 4

Figure 5.Concentration profiles with different $\alpha$ and $\beta$.

Figure 5

Figure 6.Phase variable in Example 2.

Figure 6

Figure 7.Dynamics of the solute chemical potential and concentration at different times in Example 2: (a) solute chemical potential; (b) solute concentration.

Figure 7

Figure 8.Energy dissipation curves in Example 2.

Figure 8

Figure 9.Comparison of numerical results with the exact solution in Example 2: (a) numerical and exact solutions; (b) numerical errors.

Figure 9

Figure 10.Profiles of the solute concentrations at the equilibrium states in Example 2: (a) cases with $\gamma =\delta =0$ and different values of $\alpha$ and $\beta$; (b) cases with $\alpha =\beta =1$ and different values of $\gamma$ and $\delta$.

Figure 10

Figure 11.Initial phase variable in Example 3.

Figure 11

Figure 12.Contours of the phase variable and solute concentration at $t=0.1$ in Example 3: (a) phase variable; (b) solute concentration.

Figure 12

Table 1.Temporal errors and convergence rates of the scheme.

Figure 13

Figure 13.Adaptive time step sizes in Example 4.

Figure 14

Figure 14.Phase variable contours at different times in Example 4: (a) $k=0$, (b) $k=20$, (c) $k=50$, (d) $k=150$, and (e) $k=400$.

Figure 15

Figure 15.Dynamics of the concentration of solute 1 in Example 4: (a) $k=20$, (b) $k=30$, (c) $k=50$, (d) $k=100$, (e) $k=150$, and ( f) $k=400$.

Figure 16

Figure 16.Dynamics of the concentration of solute 2 in Example 4: (a) $k=20$, (b) $k=30$, (c) $k=50$, (d) $k=100$, (e) $k=150$, and ( f) $k=400$.

Figure 17

Figure 17.Energy dissipation profile in Example 4.

Figure 18

Figure 18.Mass conservation profiles of solvents and solutes in Example 4: (a) solvent mass conservation; (b) solute mass conservation.

Figure 19

Figure 19.Phase variable contours of case 1 at different times in Example 5: (a) $k=0$, (b) $k=100$, (c) $k=200$, (d) $k=300$, (e) $k=400$, and ( f) $k=500$.

Figure 20

Figure 20.Solute concentrations of case 1 at different times in Example 5: (a) $k=0$, (b) $k=100$, (c) $k=200$, (d) $k=300$, (e) $k=400$, and ( f) $k=500$.

Figure 21

Figure 21.Phase variable contours of case 2 at different times in Example 5: (a) $k=0$, (b) $k=100$, (c) $k=200$, (d) $k=300$, (e) $k=400$, and ( f) $k=500$.

Figure 22

Figure 22.Solute concentrations of case 2 at different times in Example 5: (a) $k=0$, (b) $k=100$, (c) $k=200$, (d) $k=300$, (e) $k=400$, and ( f) $k=500$.

Figure 23

Figure 23.Energy dissipation profiles in Example 5: (a) case 1; (b) case 2.

Figure 24

Figure 24.Solvent mass conservation profiles in Example 5: (a) case 1; (b) case 2.

Figure 25

Figure 25.Solute mass conservation profiles in Example 5: (a) case 1; (b) case 2.