Simulation of two-phase flow in porous media with sharp material discontinuities

被引:8
|
作者
Tran, L. K. [1 ]
Kim, J. C. [1 ]
Matthai, S. K. [1 ]
机构
[1] Univ Melbourne, Dept Infrastruct Engn, Melbourne, Vic, Australia
关键词
Two-phase flow; Heterogeneous media; Material interfaces; Capillary trapping; DFEFVM; FINITE-VOLUME METHOD; SOLUTE TRANSPORT; FLUID-FLOW; ELEMENT; SINGLE; ALGORITHM; SCHEMES; ZERO; ROCK;
D O I
10.1016/j.advwatres.2020.103636
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Geologic boundaries juxtaposing fine- against coarse-grained rock, have a profound impact on multiphase flow, giving rise to a spectrum of non-linear flow behaviors, ranging from capillary filtration, capillary holdup and the formation of transient 'vapour locks', to spontaneous imbibition. Although these discontinuities tend to be small-scale features, their impact is felt on the large scale where they are challenging to model with regard to both, spatial discretization and dynamic flow simulation. We develop a new numerical scheme to handle jump discontinuities in pressure and saturation, embedding boundaries into a hybrid FE-FVM model of immiscible two-phase flow in porous media. The integration of interface conditions is an extension of the discontinuous finite element finite volume method (DFEFVM). A unique feature of it is that saturation at the interface is computed locally without constructing a system of equations, and, in contrast with other schemes, it offers sufficient degrees of freedom to accommodate disequilibrium in pressure. A range of test cases including gravity, capillary pressure and material discontinuities are presented to verify, validate and show the effectiveness of the new simulation method.
引用
收藏
页数:15
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