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Conference Paper: Fluid coupling in DEM simulation using Darcy's law: Formulation, and verification

TitleFluid coupling in DEM simulation using Darcy's law: Formulation, and verification
Authors
Goodarzi, MKwok, CYTham, LGChen, F
KeywordsDarcy's Law
Discrete Element Method
Fluid coupled simulations
Issue Date2013
PublisherAmerican Institute of Physics. The Journal's web site is located at http://proceedings.aip.org/
Citation
The 7th International Conference on Micromechanics of Granular Media: Powders and Grains 2013, Sydney, New South Wales, Australia, 8 -12 July 2013. In AIP Conference Proceedings, 2013, v. 1542 n. 1, p. 1134-1137 How to Cite?
DOI: http://dx.doi.org/10.1063/1.4812136
AbstractThe fluid coupled-DEM has recently become a popular topic in the field of granular material simulation. In most simulations, the averaged Navier-Stokes equations are implemented to consider the fluid flow through particles. In this paper, a simple algorithm based on Darcy's law was discussed to avoid expensive computational effort of solving of the Navier-Stokes equations. The results of this approach were compared quantitatively with the well-known analytical solution of 1D seepage through a soil column as a fully coupled problem in geotechnical engineering. The comparison between the developed pore pressure and induced displacement with analytical values revealed that this algorithm is capable of simulating fluid-particle interaction accurately within the laminar regime. © 2013 AIP Publishing LLC
Persistent Identifierhttp://hdl.handle.net/10722/190286
ISSN
0094-243X
2023 SCImago Journal Rankings: 0.152
ISI Accession Number ID
WOS:000321003200279

 

DC FieldValueLanguage
dc.contributor.authorGoodarzi, Men_US
dc.contributor.authorKwok, CYen_US
dc.contributor.authorTham, LGen_US
dc.contributor.authorChen, Fen_US
dc.date.accessioned2013-09-17T15:17:02Z-
dc.date.available2013-09-17T15:17:02Z-
dc.date.issued2013en_US
dc.identifier.citationThe 7th International Conference on Micromechanics of Granular Media: Powders and Grains 2013, Sydney, New South Wales, Australia, 8 -12 July 2013. In AIP Conference Proceedings, 2013, v. 1542 n. 1, p. 1134-1137-
dc.identifier.issn0094-243X-
dc.identifier.urihttp://hdl.handle.net/10722/190286-
dc.description.abstractThe fluid coupled-DEM has recently become a popular topic in the field of granular material simulation. In most simulations, the averaged Navier-Stokes equations are implemented to consider the fluid flow through particles. In this paper, a simple algorithm based on Darcy's law was discussed to avoid expensive computational effort of solving of the Navier-Stokes equations. The results of this approach were compared quantitatively with the well-known analytical solution of 1D seepage through a soil column as a fully coupled problem in geotechnical engineering. The comparison between the developed pore pressure and induced displacement with analytical values revealed that this algorithm is capable of simulating fluid-particle interaction accurately within the laminar regime. © 2013 AIP Publishing LLC-
dc.languageengen_US
dc.publisherAmerican Institute of Physics. The Journal's web site is located at http://proceedings.aip.org/-
dc.relation.ispartofAIP Conference Proceedingsen_US
dc.rightsCopyright 2013 American Institute of Physics. This article may be downloaded for personal use only. Any other use requires prior permission of the author and the American Institute of Physics. The following article appeared in AIP Conference Proceedings, 2013, v. 1542 n. 1, p. 1134-1137 and may be found at https://doi.org/10.1063/1.4812136-
dc.subjectDarcy's Law-
dc.subjectDiscrete Element Method-
dc.subjectFluid coupled simulations-
dc.titleFluid coupling in DEM simulation using Darcy's law: Formulation, and verificationen_US
dc.typeConference_Paperen_US
dc.identifier.emailKwok, CY: fkwok8@hku.hken_US
dc.identifier.emailTham, LG: hrectlg@hku.hken_US
dc.identifier.authorityKwok, CY=rp01344en_US
dc.description.naturepublished_or_final_version-
dc.identifier.doi10.1063/1.4812136-
dc.identifier.scopuseid_2-s2.0-84880754121-
dc.identifier.hkuros224120en_US
dc.identifier.volume1542-
dc.identifier.issue1-
dc.identifier.spage1134-
dc.identifier.epage1137-
dc.identifier.isiWOS:000321003200279-
dc.publisher.placeUnited States-
dc.identifier.issnl0094-243X-

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