On the Inertial Single Phase Flow in 2D Model Porous Media: Role of Microscopic Structural Disorder

In this work, single-phase incompressible laminar flow in 2D model porous media is studied and the influence of microscopic structural disorder on the flow is thoroughly investigated. Emphasis is laid upon the onset of the deviation from Darcy’s law and the identification of different inertia regime...

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Bibliographic Details
Published inTransport in porous media Vol. 128; no. 1; pp. 201 - 220
Main Authors Wang, Yibiao, Ahmadi, Azita, Lasseux, Didier
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Netherlands 01.05.2019
Springer Nature B.V
Springer Verlag
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ISSN0169-3913
1573-1634
DOI10.1007/s11242-019-01241-x

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Summary:In this work, single-phase incompressible laminar flow in 2D model porous media is studied and the influence of microscopic structural disorder on the flow is thoroughly investigated. Emphasis is laid upon the onset of the deviation from Darcy’s law and the identification of different inertia regimes observed before the flow becomes unsteady. For this purpose, six globally disordered pore structures were generated and the values of the critical Reynolds number at which the flow becomes unsteady corresponding to the first Hopf bifurcation were determined. Numerical simulations of steady laminar single-phase flow were then carried out to investigate the effects of the microstructures on the inertial correction to Darcy’s law. Different flow regimes, namely weak inertia, strong inertia and the regime beyond strong inertia, are identified. Comparisons are made with results presented in the literature which were restricted to ordered and locally disordered structures. The critical Reynolds number decreases and inertia intensity increases as more disorder is introduced into the pore structure. Results on flow inertia widely extend some previous studies on the subject and show that it is mainly influenced by the shape of the obstacles (either circular or square), slightly affected by the inclination of the square cylinders and hardly disturbed by the size distribution of the obstacles.
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ISSN:0169-3913
1573-1634
DOI:10.1007/s11242-019-01241-x