2019
DOI: 10.1016/j.cageo.2019.05.007
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Assessing dual continuum method for multicomponent reactive transport

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Cited by 16 publications
(4 citation statements)
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“…It was observed that a model with only two continua cannot reproduce the exchange and movement of oxygen within the matrix, greatly reducing pyrite oxidation in the overburden. Similar drawbacks when characterizing the chemical component of a fractured system using the dual continuum approach were reported by Lichtner (2000) and Iraola et al (2019). Both studies revealed under-representations of kinetic reactions with short equilibrium length scales, as well as numerical instabilities due to the lack of chemical and flow gradients within the matrix.…”
Section: Discussionsupporting
confidence: 62%
“…It was observed that a model with only two continua cannot reproduce the exchange and movement of oxygen within the matrix, greatly reducing pyrite oxidation in the overburden. Similar drawbacks when characterizing the chemical component of a fractured system using the dual continuum approach were reported by Lichtner (2000) and Iraola et al (2019). Both studies revealed under-representations of kinetic reactions with short equilibrium length scales, as well as numerical instabilities due to the lack of chemical and flow gradients within the matrix.…”
Section: Discussionsupporting
confidence: 62%
“…In fractured aquifers, fractures represent the preferential flow and transport pathways and are typically connected to form a network. Fracture intersections are most often referred to as junctions and solid matrixes between fractures are typically characterized by lower transmissivity yet higher storage capacity compared to open fractures [20][21][22][23]. Contaminant behavior in such systems is governed by a range of fate and transport mechanisms (e.g., advection, hydrodynamic dispersion, matrix diffusion, decay, and deposition) [21,24].…”
Section: Introductionmentioning
confidence: 99%
“…However, solving MRMT for general reactive transport including kinetics cannot take advantage of the above "tricks". It needs to be solved in the way in Figure 1b by using general purpose codes, such as PFLOTRAN (Lichtner et al, 2015;Hammond et al, 2014;Iraola et al, 2019), OpenGeoSys (Olaf O. Kolditz et al, 2012;Bilke et al, 2019), PHREEQC (Parkhurst & Appelo, 2013), CrunchFlow (Steefel et al, 2015;Beisman et al, 2015), CHEPROO (Bea et al, 2009), Retraso (Saaltink et al, 2004) and PHT3D (Prommer et al, 2001;Prommer et al, 2003;Steefel et al, 2015), which is costly.…”
Section: Introductionmentioning
confidence: 99%