Characterizing the impact of particle behavior at fracture intersections in three-dimensional discrete fracture networks

Thomas Sherman, Jeffrey D. Hyman, Diogo Bolster, Nataliia Makedonska, and Gowri Srinivasan
Phys. Rev. E 99, 013110 – Published 25 January 2019

Abstract

We characterize the influence of different intersection mixing rules for particle tracking simulations on transport properties through three-dimensional discrete fracture networks. It is too computationally burdensome to explicitly resolve all fluid dynamics within a large three-dimensional fracture network. In discrete fracture network (DFN) models, mass transport at fracture intersections is modeled as a subgrid scale process based on a local Péclet number. The two most common mass transfer mixing rules are (1) complete mixing, where diffusion dominates mass transfer, and (2) streamline routing, where mass follows pathlines through an intersection. Although it is accepted that mixing rules impact local mass transfer through single intersections, the effect of the mixing rule on transport at the fracture network scale is still unresolved. Through the use of explicit particle tracking simulations, we study transport through a quasi-two-dimensional lattice network and a three-dimensional network whose fracture radii follow a truncated power-law distribution. We find that the impact of the mixing rule is a function of the initial particle injection condition, the heterogeneity of the velocity field, and the geometry of the network. Furthermore, our particle tracking simulations show that the mixing rule can particularly impact concentrations on secondary flow pathways. We relate these local differences in concentration to reactive transport and show that streamline routing increases the average mixing rate in DFN simulations.

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  • Received 3 October 2018

DOI:https://doi.org/10.1103/PhysRevE.99.013110

©2019 American Physical Society

Physics Subject Headings (PhySH)

Fluid Dynamics

Authors & Affiliations

Thomas Sherman1,2,3, Jeffrey D. Hyman1,*, Diogo Bolster3, Nataliia Makedonska1, and Gowri Srinivasan4

  • 1Computational Earth Science Group (EES-16), Earth and Environmental Sciences Division, Los Alamos National Laboratory, Los Alamos, New Mexico 87545, USA
  • 2Center for Nonlinear Studies, Theoretical Division, Los Alamos National Laboratory, Los Alamos, New Mexico 87545, USA
  • 3Department of Civil & Environmental Engineering & Earth Sciences, University of Notre Dame, Indiana 46556, USA
  • 4Verification and Analysis (XCP-8), X-Computational Physics Division, Los Alamos National Laboratory, Los Alamos, New Mexico 87545, USA

  • *Corresponding author: jhyman@lanl.gov

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Vol. 99, Iss. 1 — January 2019

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