Mechanism transition of superlinear scaling in hydrodynamic dispersion

The superlinear scaling relationship between the hydrodynamic dispersion coefficient and the Péclet number in porous media has been widely acknowledged. Nevertheless, the mechanisms driving this behaviour remain inadequately understood. In this work, we investigate the mechanism responsible for this superlinear scaling using a Lagrangian framework that combines a statistical model, which links the global probability density function of tracer transition time to flow variability in porous media, with a continuous time random walk framework. Our analysis reveals that the intra-pore and inter-pore flow variabilities are the primary sources responsible for the superlinear scaling, with their relative significance characterised by a structure-specific parameter, $\chi$ . Specifically, the inter-pore flow variability dominates when $\chi \gt 1$ , while the intra-pore variability prevails for $0\lt \chi \lt 1$ . The parameter $\chi$ is derived exclusively from the statistical distributions of pore-throat radius, length and orientation angle, which can be readily obtained from structural characterisation techniques such as X-ray computed tomography imaging. These theoretical predictions are validated through extensive numerical simulations on tube networks with substantial structural variation. This study resolves discrepancies in previous studies regarding the mechanisms of superlinear scaling in hydrodynamic dispersion and offers valuable insights into modulate dispersion and mixing in porous media.

Publication Details

Journal
Journal of Fluid Mechanics
Published
2026-03-24
DOI
https://doi.org/10.1017/jfm.2025.11049
Primary Topic
Groundwater flow and contamination studies
Type
article
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article

Mechanism transition of superlinear scaling in hydrodynamic dispersion

Journal of Fluid Mechanics
Groundwater flow and contamination studies
article

Mechanism transition of superlinear scaling in hydrodynamic dispersion

article en

Abstract

The superlinear scaling relationship between the hydrodynamic dispersion coefficient and the Péclet number in porous media has been widely acknowledged. Nevertheless, the mechanisms driving this behaviour remain inadequately understood. In this work, we investigate the mechanism responsible for this superlinear scaling using a Lagrangian framework that combines a statistical model, which links the global probability density function of tracer transition time to flow variability in porous media, with a continuous time random walk framework. Our analysis reveals that the intra-pore and inter-pore flow variabilities are the primary sources responsible for the superlinear scaling, with their relative significance characterised by a structure-specific parameter, $\chi$ . Specifically, the inter-pore flow variability dominates when $\chi \gt 1$ , while the intra-pore variability prevails for $0\lt \chi \lt 1$ . The parameter $\chi$ is derived exclusively from the statistical distributions of pore-throat radius, length and orientation angle, which can be readily obtained from structural characterisation techniques such as X-ray computed tomography imaging. These theoretical predictions are validated through extensive numerical simulations on tube networks with substantial structural variation. This study resolves discrepancies in previous studies regarding the mechanisms of superlinear scaling in hydrodynamic dispersion and offers valuable insights into modulate dispersion and mixing in porous media.

Journal of Fluid MechanicsVol. 1031
Openalex Percentile: Top 10%
Groundwater flow and contamination studies
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