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dc.contributor.authorSiirila, Erica
dc.contributor.authorSánchez Vila, Francisco Javier
dc.contributor.authorFernández García, Daniel
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-05-04T16:59:49Z
dc.date.available2016-05-04T16:59:49Z
dc.date.issued2015-04
dc.identifier.citationSiirila, E., Sanchez, F., Fernandez, D. On the formation of multiple local peaks in breakthrough curves. "Water resources research", Abril 2015, vol. 51, núm. 4, p. 2128-2152.
dc.identifier.issn0043-1397
dc.identifier.urihttp://hdl.handle.net/2117/86608
dc.description.abstractThe analysis of breakthrough curves (BTCs) is of interest in hydrogeology as a way to parameterize and explain processes related to anomalous transport. Classical BTCs assume the presence of a single peak in the curve, where the location and size of the peak and the slope of the receding limb has been of particular interest. As more information is incorporated into BTCs (for example, with high-frequency data collection, supercomputing efforts), it is likely that classical definitions of BTC shapes will no longer be adequate descriptors for contaminant transport problems. We contend that individual BTCs may display multiple local peaks depending on the hydrogeologic conditions and the solute travel distance. In such cases, classical definitions should be reconsidered. In this work, the presence of local peaks in BTCs is quantified from high-resolution numerical simulations in synthetic fields with a particle tracking technique and a kernel density estimator to avoid either overly jagged or smoothed curves that could mask the results. Individual BTCs from three-dimensional heterogeneous hydraulic conductivity fields with varying combinations of statistical anisotropy, heterogeneity models, and local dispersivity are assessed as a function of travel distance. The number of local peaks, their corresponding slopes, and a transport connectivity index are shown to strongly depend on statistical anisotropy and travel distance. Results show that the choice of heterogeneity model also affects the frequency of local peaks, but the slope is less sensitive to model selection. We also discuss how solute shearing and rerouting can be determined from local peak quantification.
dc.format.extent25 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geologia::Hidrologia
dc.subject.lcshHydrogeology
dc.subject.otheranomalous transport
dc.subject.otherbreakthrough curve
dc.subject.otherkernel density estimator
dc.subject.othernon-Fickian
dc.subject.otherheterogeneity
dc.subject.otherhigh-performance computing
dc.subject.otherANISOTROPIC HETEROGENEOUS AQUIFERS
dc.subject.otherKINETICALLY SORBING SOLUTES
dc.subject.otherWALK PARTICLE TRACKING
dc.subject.otherFLOW TRACER TESTS
dc.subject.otherMASS-TRANSFER
dc.subject.otherGROUNDWATER-FLOW
dc.subject.otherPOROUS-MEDIA
dc.subject.otherPREASYMPTOTIC TRANSPORT
dc.subject.otherHYDRAULIC CONDUCTIVITY
dc.subject.otherNUMERICAL SIMULATIONS
dc.titleOn the formation of multiple local peaks in breakthrough curves
dc.typeArticle
dc.subject.lemacHidrogeologia
dc.contributor.groupUniversitat Politècnica de Catalunya. GHS - Grup d'Hidrologia Subterrània
dc.identifier.doi10.1002/2014WR015840
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://onlinelibrary.wiley.com/doi/10.1002/2014WR015840/abstract
dc.rights.accessOpen Access
local.identifier.drac16387203
dc.description.versionPostprint (published version)
local.citation.authorSiirila, E.; Sanchez, F.; Fernandez, D.
local.citation.publicationNameWater resources research
local.citation.volume51
local.citation.number4
local.citation.startingPage2128
local.citation.endingPage2152


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