Abstract
We study the upscaling of advective pore-scale dispersion in terms of the Eulerian velocity distribution and advective tortuosity, both flow attributes, and of the average pore length, a medium attribute. The stochastic particle motion is modeled as a time-domain random walk, in which particles move along streamlines in equidistant spatial steps with random velocities and thus random transition times. Particle velocities describe stationary spatial Markov processes, which evolve along streamlines on the mean pore length. The streamwise motion is projected onto the mean flow direction using tortuosity. This upscaled stochastic particle model predicts accurately the (non-Fickian) transport dynamics obtained from direct numerical simulations of particle transport in a three-dimensional digitized Berea sandstone sample. It captures all aspects of transport and sheds light on the dependence of the upscaled transport behavior on the flow heterogeneity and the initial particle distribution, which are critical for the accurate modeling of dispersion from the pre-asymptotic to asymptotic regimes.
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Funding
The research leading to these results has received funding from the European Research Council under the European Union’s Seventh Framework Programme (FP7/2007-2013)/ ERC Grant Agreement No. 617511 (MHetScale). This work was partially funded by the CNRS-PICS project CROSSCALE, project number 280090.
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Appendices
Appendix: A Tortuosity
We derive here the average of the \(\omega _1(s,\mathbf {a})\) along a streamline under ergodic conditions. To this end, we first note that the position \(x_1(s,\mathbf {a})\) can be written by integration of (3) as
The expression in the square brackets denotes the average of \(\omega _1(s,\mathbf {a})\) along a particle trajectory. At the same time, it denotes the ratio of linear to streamwise distance,
where the angular brackets with subscript s denote the streamwise average along a trajectory. The average of \(\omega _1(s,\mathbf {a})\) over an ensemble of particles is defined by
We consider a flux-weighted initial condition, see (4). Under ergodic conditions, this initial condition corresponds to the steady state velocity PDF \(p_\mathrm{s}(v)\), which is equal to the flux-weighted Eulerian velocity PDF. This can be seen by using
in the limit \(V_0 \rightarrow \infty \). Also, Koponen et al. (1996) pointed out that it is natural for porous media to consider a flux-weighted average, see also Ghanbarian et al. (2013). Furthermore, under ergodic conditions, the average over a single-particle trajectory is equal to the average over the initial ensemble of particles and so
Using expression (36) in (35), we obtain
In order to evaluate this expression, we perform the variable change \(\mathbf {a}\rightarrow \mathbf {x}(s,\mathbf {a})\),
where \(\mathbb J(\mathbf {a}, s)\) is the Jacobian of the transformation. It can be determined by noting that (Batchelor 2000, p. 75)
This differential equation can be integrated by noting that \(\nabla \cdot {\mathbf {v}}(\mathbf {x}) = 0\) and
which follows by using the chain rule and (3). Thus, we obtain for the initial condition \(\mathbb J(\mathbf {a},s = 0) = 1\) that
Inserting this expression into (38) gives
This result is consistent with Koponen et al. (1996). This implies that at \(s \gg \ell _\mathrm{p}\), we can set
Appendix: B Continuous-Time Random Walk
For transition length of the order of the correlation length \(\ell _\mathrm{c}\), subsequent particle velocities can be considered independent and thus, the space-time particle motion (13a) may be approximated by
where \(x_n = x(s_n)\) with \(s_n = n \ell _\mathrm{c}\). The random transition time \(\tau _n\) is given by
The time increments for \(n > 0\) are distributed as
For \(n = 0\), the transition time PDF is distributed according to
Under steady state conditions, this means for \(p_0(v) = p_\mathrm{s}(v)\) and thus \(\psi _0(v) = \psi (v)\), Eq. (45) describes a continuous-time random walk as discussed in Berkowitz et al. (2006). Thus, the asymptotic behavior of the breakthrough curves and displacement moments can be predicted based on the scalings of the transition time distribution. For \(\psi (t) \propto t^{-1-\beta }\) at large times, the breakthrough curves scale as \(f(t,x_1) \propto t^{-1-\beta }\), the mean displacement as \(m_1(t) \propto t\), and the displacement variance as \(\sigma ^2(t) \propto t^{3 - \beta }\). Note that this scaling for \(\psi (t)\) implies that the velocity distribution \(p_\mathrm{s}(v) \propto v^{\beta -1}\) at small velocities.
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Puyguiraud, A., Gouze, P. & Dentz, M. Upscaling of Anomalous Pore-Scale Dispersion. Transp Porous Med 128, 837–855 (2019). https://doi.org/10.1007/s11242-019-01273-3
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DOI: https://doi.org/10.1007/s11242-019-01273-3