4.7 Article

Passive advection-dispersion in networks of pipes: Effect of connectivity and relationship to permeability

Journal

JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH
Volume 121, Issue 2, Pages 713-728

Publisher

AMER GEOPHYSICAL UNION
DOI: 10.1002/2015JB012487

Keywords

solute transport; advection-dispersion; permeability; pore connectivity; network simulation

Funding

  1. National Key Basic Research Program of China [2015CB250902]
  2. U.S. Department of Energy [DE-FG09-97ER14760]

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The main purpose of this work is to investigate the relationship between passive advection-dispersion and permeability in porous materials presumed to be statistically homogeneous at scales larger than the pore scale but smaller than the reservoir scale. We simulated fluid flow through pipe network realizations with different pipe radius distributions and different levels of connectivity. The flow simulations used periodic boundary conditions, allowing monitoring of the advective motion of solute particles in a large periodic array of identical network realizations. In order to simulate dispersion, we assumed that the solute particles obeyed Taylor dispersion in individual pipes. When a particle entered a pipe, a residence time consistent with local Taylor dispersion was randomly assigned to it. When exiting the pipe, the particle randomly proceeded into one of the pipes connected to the original one according to probabilities proportional to the outgoing volumetric flow in each pipe. For each simulation we tracked the motion of at least 6000 solute particles. The mean fluid velocity was 10(-3)ms(-1), and the distance traveled was on the order of 10m. Macroscopic dispersion was quantified using the method of moments. Despite differences arising from using different types of lattices (simple cubic, body-centered cubic, and face-centered cubic), a number of general observations were made. Longitudinal dispersion was at least 1 order of magnitude greater than transverse dispersion, and both strongly increased with decreasing pore connectivity and/or pore size variability. In conditions of variable hydraulic radius and fixed pore connectivity and pore size variability, the simulated dispersivities increased as power laws of the hydraulic radius and, consequently, of permeability, in agreement with previously published experimental results. Based on these observations, we were able to resolve some of the complexity of the relationship between dispersivity and permeability.

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