4.5 Article

Transition from non-Fickian to Fickian longitudinal transport through 3-D rough fractures: Scale-(in)sensitivity and roughness dependence

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JOURNAL OF CONTAMINANT HYDROLOGY
卷 198, 期 -, 页码 1-10

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ELSEVIER SCIENCE BV
DOI: 10.1016/j.jconhyd.2017.02.002

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  1. Center for Frontiers of Subsurface Energy Security (CFSES) at the University of Texas at Austin, an Energy Frontier Research Center - U.S. Department of Energy, Office of Science, Office of Basic Energy Sciences [DE-SC0001114]
  2. Geology Foundation of the University of Texas

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Understanding transport in rough fractures from non-Fickian to Fickian regimes and the prediction of non-Fickian transport is critical for the development of new transport theories and many practical applications. Through computational experiments that fall within the macrodispersion regime, we first simulated and analyzed solute transport through synthetic rough fractures with stationary geometrical properties (i.e., fracture roughness sigma(b)/ < b > and correlation length lambda, where b refers to aperture with its standard deviation sigma(b) and arithmetic mean < b > ) across increasing fracture longitudirial transport domain length L, with L/lambda ranging from 2.5 to 50. The results were used to determine how solute transport behavior evolves with increasing scale in the longitudinal direction. Moreover, a set of correlated fractures with aperture fields following normal and log-normal distributions was created to further identify and quantify the dependence of non-Fickian transport on roughness. We found that although persistent intermittent velocity structures were present, the breakthrough curves (BTCs) and residence time distributions showed diminishing early arrival and tailing, features of non-Fickian transport, with increasing longitudinal L/lambda, ultimately converging to a Fickian transport regime given sigma(b)/ < b > remained constant. Inverse analysis of the experimental BTCs with the advection-dispersion equation (ADE) model showed that the dispersion coefficient (D) was non-trivially scale-dependent. Simulation results for rough fractures with varying sigma(b)/ < b > and L/lambda indicated that the ratio of fluid velocity to transport velocity fitted to the ADE model depends on sigma(b)/ < b > and L/lambda. The continuous time random walk (CTRW) performed much better across all transport scales, and resulted in scale-independent fitted parameters, i.e., beta in the memory function. The fitted beta is proportional to sigma(b)/ < b > but is insensitive to L/lambda. Therefore, bulk longitudinal solute transport across the pre-asymptotic and asymptotic regimes can be estimated based on the CTRW model parameterized by measurable fracture physical properties. (C) 2017 Elsevier B.V. All rights reserved.

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