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Integral representation of hydraulic permeability

Published online by Cambridge University Press:  06 May 2022

Chuan Bi
Affiliation:
Department of Psychiatry, University of Maryland School of Medicine, Baltimore, MD 21201, USA (chuan.bi@som.umaryland.edu)
Miao-Jung Yvonne Ou
Affiliation:
Department of Mathematical Sciences, University of Delaware, Newark, DE 19716, USA (mou@udel.edu, szhang@udel.edu)
Shangyou Zhang
Affiliation:
Department of Mathematical Sciences, University of Delaware, Newark, DE 19716, USA (mou@udel.edu, szhang@udel.edu)
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Abstract

In this paper, we show that the permeability of a porous material (Tartar (1980)) and that of a bubbly fluid (Lipton and Avellaneda. Proc. R. Soc. Edinburgh Sect. A: Math. 114 (1990), 71–79) are limiting cases of the complexified version of the two-fluid models posed in Lipton and Avellaneda (Proc. R. Soc. Edinburgh Sect. A: Math. 114 (1990), 71–79). We assume the viscosity of the inclusion fluid is $z\mu _1$ and the viscosity of the hosting fluid is $\mu _1\in \mathbb {R}^{+}$, $z\in \mathbb {C}$. The proof is carried out by the construction of solutions for large $|z|$ and small $|z|$ with an iteration process similar to the one used in Bruno and Leo (Arch. Ration. Mech. Anal. 121 (1993), 303–338) and Golden and Papanicolaou (Commun. Math. Phys. 90 (1983), 473–491) and the analytic continuation. Moreover, we also show that for a fixed microstructure, the permeabilities of these three cases share the same integral representation formula (3.17) with different values of contrast parameter $s:=1/(z-1)$, as long as $s$ is outside the interval $\left [-\frac {2E_2^{2}}{1+2E_2^{2}},-\frac {1}{1+2E_1^{2}}\right ]$, where the positive constants $E_1$ and $E_2$ are the extension constants that depend only on the geometry of the periodic pore space of the material.

Information

Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
Copyright © The Author(s), 2022. Published by Cambridge University Press on behalf of The Royal Society of Edinburgh
Figure 0

FIG. 1. Sample illustration of a periodic cell.

Figure 1

FIG. 2. Computational domain.

Figure 2

FIG. 3. Velocity field $\mathbf {u}^{1}$ for a solid obstacle $Q_2$(4.1), and for a slippery bubble $Q_2$(4.2).

Figure 3

FIG. 4. Velocity field $\mathbf{u}_{3}$ for two-fluid flow (4.3) with $\mu _2=10^{2}$ on $Q$ (left), on $Q_2$ (right, scaled by 200).

Figure 4

FIG. 5. Velocity field $\mathbf{u}_{3}$ for two-fluid flow (4.3) with $\mu _2=10^{-2}$ on $Q$ (left), on $Q_2$ (right, scaled by 2).

Figure 5

TABLE 1. Computed permeability $k_{11}$ by (4.4)–(4.6)

Figure 6

FIG. 6. First component of velocity $\mathbf{u}_{3}$, from (4.3), for $\mu =10^{2}$ and $\mu _2=10^{-2}$.

Figure 7

FIG. 7. Stress $\nabla (u_{3})_1$, and $\nabla (u_{3})_2$ for (4.3) with $\mu _2=10^{2}$.

Figure 8

FIG. 8. Stress intensity $|e( (\mathbf{u}_3)_1 )|$ in (4.3) with $\mu _2=10^{2}$, $\mu _2=1$, $\mu _2=10^{-2}$.

Figure 9

TABLE 2. Computed permeability $k_{11}$ both ways and energy