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dc.contributor.authorVilarrasa Riaño, Víctor
dc.contributor.authorKoyama, T.
dc.contributor.authorNeretnieks, I.
dc.contributor.authorJing, L.
dc.date.accessioned2011-07-08T10:15:51Z
dc.date.available2011-07-08T10:15:51Z
dc.date.created2011
dc.date.issued2011
dc.identifier.citationVilarrasa, V. [et al.]. Shear-induced flow channels in a single rock fracture and their effect on solute transport. "Transport in porous media", 2011, núm. 87, p. 503-523.
dc.identifier.issn0169-3913
dc.identifier.urihttp://hdl.handle.net/2117/12901
dc.description.abstractThe effect of mechanical shearing on fluid flow anisotropy and solute transport in rough rock fractures was investigated by numerical modeling. Two facing surfaces of a rock fracture of 194mm×194mm in size were laser scanned to generate their respective digital profiles. Fluid flow through the fracture was simulated using a finite element code that solves the Reynolds equation, while incremental relative movement of the upper surface was maintained numerically to simulate a shearing process without normal loading. The motion of solute particles in a rough fracture undergoing shear was studied using a particle tracking code. We found that shearing introduces anisotropy in fracture transmissivity, with a greatly increased flow rate and particle travel velocity in the direction perpendicular to the shearing direction. Shear-induced channels yield a transport behavior in which advection dominates in the direction parallel with shear and dispersion dominates in the direction perpendicular to shear. The shear-induced flow channels not only increase the flow connectivity, but also the transport connectivity in the direction perpendicular to shear. This finding has an important impact on the interpretation of the results of coupled hydromechanical and tracer transport experiments for measurements of hydraulic and transport properties of rock fractures.
dc.format.extent21 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geologia::Mineralogia
dc.subject.lcshRocks -- Fracture -- Mathematical models
dc.subject.lcshShear flow
dc.subject.lcshTransport connectivity
dc.subject.lcshCoupled hydro-mechanical behavior
dc.subject.lcshParticle tracking
dc.titleShear-induced flow channels in a single rock fracture and their effect on solute transport
dc.typeArticle
dc.subject.lemacRoques -- Fractura
dc.contributor.groupUniversitat Politècnica de Catalunya. GHS - Grup d'Hidrologia Subterrània
dc.identifier.doi10.1007/s11242-010-9698-1
dc.description.peerreviewedPeer Reviewed
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac5811582
dc.description.versionPostprint (published version)
local.citation.authorVilarrasa, V.; Koyama, T.; Neretnieks, I.; Jing, L.
local.citation.publicationNameTransport in porous media
local.citation.number87
local.citation.startingPage503
local.citation.endingPage523


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