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Título

Impact of velocity correlation and distribution on transport in fractured media: Field evidence and theoretical model

AutorKang, Peter K.; Le Borgne, Tanguy; Dentz, Marco ; Bour, Olivier; Juanes, Rubén
Palabras claveAnomalous transport
Continuous time random walks
Fractured media
Tracer test
Velocity correlation
Velocity distribution
Fecha de publicaciónfeb-2015
EditorAmerican Geophysical Union
CitaciónWater Resources Research 51(2): 940-959 (2015)
ResumenFlow and transport through fractured geologic media often leads to anomalous (non-Fickian) transport behavior, the origin of which remains a matter of debate: whether it arises from variability in fracture permeability (velocity distribution), connectedness in the flow paths through fractures (velocity correlation), or interaction between fractures and matrix. Here we show that this uncertainty of distribution- versus correlation-controlled transport can be resolved by combining convergent and push-pull tracer tests because flow reversibility is strongly dependent on velocity correlation, whereas late-time scaling of breakthrough curves is mainly controlled by velocity distribution. We build on this insight, and propose a Lagrangian statistical model that takes the form of a continuous time random walk (CTRW) with correlated particle velocities. In this framework, velocity distribution and velocity correlation are quantified by a Markov process of particle transition times that is characterized by a distribution function and a transition probability. Our transport model accurately captures the anomalous behavior in the breakthrough curves for both push-pull and convergent flow geometries, with the same set of parameters. Thus, the proposed correlated CTRW modeling approach provides a simple yet powerful framework for characterizing the impact of velocity distribution and correlation on transport in fractured media. © 2014. American Geophysical Union. All Rights Reserved.
Versión del editor10.1002/2014WR015799
URIhttp://hdl.handle.net/10261/140810
DOI10.1002/2014WR015799
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