Abstract

This pore-scale modeling study in single self-affine fractures showed that the heterogeneous flow field had a significant influence on the mixing-induced reaction transport. We generated the single self-affine fracture by the successive random additions (SRA) technique. The pore-scale model was developed by coupling the Navier-Stoke equation (NSE) and advection-diffusion equation with reaction (ADER). Eddies were captured in the self-affine fracture due to the increasing Reynolds number and the sudden expansion of aperture. The flux-weighted breakthrough curves (BTCs) of reaction product showed the typical non-Fickian characteristics (i.e., “early arrival” and “heavy tail”). It was found that the reactant was involved in eddies and then reacted inside the eddy-controlled domain. Consequently, eddies played a significant role in delaying the mass exchange process between the eddy-controlled domain and the main flow channel, which resulted in the “heavy tail” in BTCs. As the Reynolds number increased, the breakthrough time increased while the concentration peaks of BTCs decreased. Furthermore, the dilution index presenting the exponential of the Shannon entropy of a concentration probability distribution was used to quantify the degree of reactant mixing. The results showed that the quantification of dilution for nonreaction transport was in good agreement with the outcomes of mixing-induced reaction transport. The high Reynolds number and Peclet number had a negative influence on the mixing process at the early time whereas they led to the enhanced mixing process at the late time.

Highlights

  • Reactive transport dominates the fate of groundwater contaminants in fractured rocks

  • To model the mixing-induced reaction transport through a single self-affine fracture, we generated the single selfaffine fracture by the successive random additions (SRA) technique and a pore-scale model was developed by coupling the Navier-Stoke equation (NSE) and the advection-dispersion reaction equation (ADRE)

  • The self-affine fracture wall led to the tortuous streamlines in the flow field

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Summary

Introduction

Reactive transport dominates the fate of groundwater contaminants in fractured rocks. Based on the ideal smooth parallel plate model, the classical cubic law, which is the analytical solution of Reynolds equation derived from the linearization of the NSE, is widely used to simplify the fluid flow in single rough fractures. Many numerical and experimental studies reported [12, 13] that the classical cubic law was valid only when the flow was laminar and may result in nonnegligible errors when the fracture wall was rough. The assumption of the ideal smooth parallel plate model at the macroscopic scale is the primary factor which leads to the fact that the cubic law may be insufficient for describing fluid flow and reaction transport. The geological fracture walls can be described as self-affine structures for length scales ranging from microns to meters [14].

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