2010
DOI: 10.1063/1.3528009
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Onset and cessation of time-dependent, dissolution-driven convection in porous media

Abstract: Motivated by convection in the context of geological carbon dioxide sequestration, we present the conditions for free, dissolution-driven convection in a horizontal, ideal porous layer from a time-dependent, pure-diffusion base state. We assume that solute as a separate phase is instantaneously placed in the pores above a given horizontal level at time zero, and gradually diffuses into the underlying liquid. As the concentration of dissolved solute in the liquid increases, its density increases and the system … Show more

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Cited by 118 publications
(170 citation statements)
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“…These onset time and wavenumber are in good agreement with those found in several previous theoretical studies [25][26][27][28][29][30][31] . Additionally, these onset characteristics are close to those evaluated experimentally in systems analogous to the CO 2 /water system 9,11 .…”
Section: Characteristics Of the Instabilitysupporting
confidence: 81%
“…These onset time and wavenumber are in good agreement with those found in several previous theoretical studies [25][26][27][28][29][30][31] . Additionally, these onset characteristics are close to those evaluated experimentally in systems analogous to the CO 2 /water system 9,11 .…”
Section: Characteristics Of the Instabilitysupporting
confidence: 81%
“…Different models have been used to describe the impact of CO 2 dissolution on the density of the solution. The following linear relation is frequently used (Slim and Ramakrishnan 2010):…”
Section: Methodsologymentioning
confidence: 99%
“…CO 2 sequestration is our first example for coupling reservoir simulation and MD. Following Ennis-King et al (2005), Slim and Ramakrishnan (2010), and Allen and Sun (2012), a single-phase CO 2 -transport model is used to describe the density-driven-flow process during CO 2 sequestration. In the process, the diffusive and convective transport behavior of the dissolved CO 2 in the porous media is described by the transport equation…”
Section: Methodsologymentioning
confidence: 99%
“…The approximations varied from truncated infinite series to similarity type solutions when the finite depth is asymptotically extended to infinity. Due to the time dependence of the nonlinear base profile, the instability threshold conditions are then expressed in terms of either critical times at which the boundary layer instability sets in [7] or in terms of growth rates of the critical modes corresponding to the most dangerous disturbance [23]- [24]. The critical time for instability corresponds to a boundary layer having reached its critical thickness so that it is prone to convective overturning.…”
Section: Introductionmentioning
confidence: 99%
“…Other investigations have considered approximations to the unsteady pure diffusion boundary-layer profile (cf. [7], [21]- [23]) and references therein) to take into account the development of the carbon saturated boundary layer and its instability. The approximations varied from truncated infinite series to similarity type solutions when the finite depth is asymptotically extended to infinity.…”
Section: Introductionmentioning
confidence: 99%