2019
DOI: 10.1016/j.petrol.2019.04.078
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Direct numerical simulation of pore scale particle-water-oil transport in porous media

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Cited by 27 publications
(30 citation statements)
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“…Average pore water velocity v refers to the effective water flux of soil (i.e, the volume of liquid flowing through the unit cross section in unit time; Su et al, 2019). According to Table 2, the TRM fitting value of group v in the CG was 0.955 cm h −1 .…”
Section: Characteristics Of Parameter Variation In Two-zone Modelmentioning
confidence: 99%
“…Average pore water velocity v refers to the effective water flux of soil (i.e, the volume of liquid flowing through the unit cross section in unit time; Su et al, 2019). According to Table 2, the TRM fitting value of group v in the CG was 0.955 cm h −1 .…”
Section: Characteristics Of Parameter Variation In Two-zone Modelmentioning
confidence: 99%
“…Equations (11) and (12) contain the integrals of physical quantities on the particle domain. As a DNS (direct numerical simulation) method, the faces of background mesh cells do not coincide with the particle surface during the solving procedure, so it is necessary to use an approximation method to deal with the interface area.…”
Section: Calculation Of Integral Of Particle Domainmentioning
confidence: 99%
“…With the development of the computer, computational fluid dynamics (CFD) has become an important method to study the moving boundary problems. At present, the numerical simulation methods for moving boundary problems can be divided into the point-source method [1][2][3] and direct numerical simulation method [4][5][6][7][8][9][10][11][12][13][14][15]. In the point-source method, fluid-solid interactions are evaluated through point source models (drag model, lift model, etc.)…”
Section: Introductionmentioning
confidence: 99%
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