Abstract
We expanded an existing model for permeability in mudrocks and shaly sands to include computation of effective grain radius and the Archie’s law parameter \(m\) in granular media composed of two different grain sizes. We found that the effective grain radius is the harmonic mean of the endmember grain radii and that \(m\) can be computed as the geometric mean of the endmember \(m\) values. We tested our model with three-dimensional lattice-Boltzmann simulations of flow through dilute and concentrated systems, and with comparison to measurements of laboratory-prepared and natural samples as well as field data. Modeled permeabilities matched the simulated and measured permeabilities over a wide range of porosities, grain sizes, and grain shapes. We additionally found that the model is independent of grain packing and aspect ratio, as these parameters only affect the endmember \(m\) values. Our predicted permeabilities generally fall within previously determined bounds, and we derive approximations for permeability as a function of endmember permeability for cases when endmember \(m\) values are equal and when endmember grain radii are very different. Our results advance our understanding of permeability in heterogeneous porous media.
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This work was supported by the University of Texas at Austin.
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Appendix: Generalized Mean
Appendix: Generalized Mean
The generalized mean \(M\) of a set of positive numbers \(x_{i}\) with associated weights \(w_{i}\) such that \(\sum w_{i}=1\) may be expressed as
where \(p\) is a real number. The cases of \(p = 1\) and \(-\)1 correspond to the arithmetic and harmonic means, respectively. To prove that the case of \(p = 0\) corresponds to the geometric mean, we invoke Jensen’s inequality (Jensen 1906). Let \(f\) be a real function defined on the interval \(I = [a,b]\). For any numbers \(y_{i}~\in ~[a,~b]\) and \(\lambda _{i}\ge 0\) with \(\sum \lambda _{i}=1\),
In the case where \(f\) is the natural logarithm, by substituting \(y_{i}=x_{i}^{p}\) and \(\lambda _{i}=w_{i}\) Eq. 14 may be written as
or
Applying the exponential function to both sides of Eq. 16,
Raising both sides of Eq. 17 to the power 1/\(p\) yields
By similar analysis, it can be shown additionally that
Combining Eqs. 18 and 19 yields
In the limit \(p\rightarrow 0\), \(w_{i} x_{i}^{-p}=w_{i} x_{i}^{p}=w_{i}\), making the right- and leftmost terms in Eq. 20 equal. Therefore,
which is the case of the geometric mean corresponding to \(p = 0\).
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Daigle, H., Reece, J.S. Permeability of Two-Component Granular Materials. Transp Porous Med 106, 523–544 (2015). https://doi.org/10.1007/s11242-014-0412-6
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DOI: https://doi.org/10.1007/s11242-014-0412-6