Diffusive mass transfer in rock fractures is strongly affected by fluid flow in addition to material properties. The flow‐dependence of matrix diffusion is quantified by a random variable (“transport resistance”) denoted as β [ T / L ] and computed from the flow field by following advection trajectories. The numerical methodology for simulating fluid flow is mesh‐free, using Fup basis functions. A generic statistical model is used for the transmissivity field, featuring three correlation structures: (i) highly connected non‐multi‐Gaussian; (ii) poorly connected (or disconnected) non‐multi‐Gaussian; and (iii) multi‐Gaussian. The moments of β are shown to be linear with distance, irrespective of the structure, after approximately 10 integral scales of ln T . Percentiles of β are found to be linear with the mean β when considering all three structures. Taking advantage of this property, a potentially useful relationship is presented between β percentiles and the fracture mean water residence time that integrates all structures with high variability; it can be used in discrete fracture network simulations where T statistical data on individual fractures are not available.
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Cvetković et al. (2013) studied this question.
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