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dc.contributor.authorOdsæter, Lars Hov
dc.contributor.authorKvamsdal, Trond
dc.contributor.authorLarson, Mats
dc.date.accessioned2019-04-10T05:51:50Z
dc.date.available2019-04-10T05:51:50Z
dc.date.created2019-01-21T14:26:05Z
dc.date.issued2018
dc.identifier.citationComputer Methods in Applied Mechanics and Engineering. 2018, 343 572-601.nb_NO
dc.identifier.issn0045-7825
dc.identifier.urihttp://hdl.handle.net/11250/2593911
dc.description.abstractAccurate simulation of fluid flow and transport in fractured porous media is a key challenge in subsurface reservoir engineering. Due to the high ratio between its length and width, fractures can be modeled as lower dimensional interfaces embedded in the porous rock. We apply a recently developed embedded finite element method (EFEM) for the Darcy problem. This method allows for general fracture geometry, and the fractures may cut the finite element mesh arbitrarily. We present here a velocity model for EFEM and couple the Darcy problem to a transport problem for a passive solute. The main novelties of this work are a locally conservative velocity approximation derived from the EFEM solution, and the development of a lowest order upwind finite volume method for the transport problem. This numerical model is compatible with EFEM in the sense that the same computational mesh may be applied, so that we retain the same flexibility with respect to fracture geometry and meshing. Hence, our coupled solution strategy represents a simple approach in terms of formulation, implementation and meshing. We demonstrate our model by some numerical examples on both synthetic and realistic problems, including a benchmark study for single-phase flow. Despite the simplicity of the method, the results are promising.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleA simple embedded discrete fracture-matrix model for a coupled flow and transport problem in prous medianb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber572-601nb_NO
dc.source.volume343nb_NO
dc.source.journalComputer Methods in Applied Mechanics and Engineeringnb_NO
dc.identifier.doi10.1016/j.cma.2018.09.003
dc.identifier.cristin1662280
dc.relation.projectVISTA: 6355nb_NO
dc.description.localcode© 2018. This is the authors’ accepted and refereed manuscript to the article. Locked until 12 September 2020 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/nb_NO
cristin.unitcode194,63,15,0
cristin.unitnameInstitutt for matematiske fag
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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