When can the local advection–dispersion equation simulate non-Fickian transport through rough fractures?
Non-Fickian solute transport is observed across many scales, which has motivated development of numerous non-Fickian-based models. Assuming that local fluid flow was estimable from the Modified Local Cubic Law, this study determined whether the local ADE better simulated non-Fickian transport throug...
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Veröffentlicht in: | Stochastic environmental research and risk assessment 2019-03, Vol.33 (3), p.931-938 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | Non-Fickian solute transport is observed across many scales, which has motivated development of numerous non-Fickian-based models. Assuming that local fluid flow was estimable from the Modified Local Cubic Law, this study determined whether the local ADE better simulated non-Fickian transport through rough (3-D) fractures when local dispersion was described using either the Taylor dispersion coefficient (
D
Taylor
) or the molecular diffusion coefficient (
D
m
). The assessment was based on how well the local ADE compared to particle-tracking solutions for solute transport across a range of Péclét numbers (
Pe
) through two simulated fractures. Even though the local ADE is based on local Fickian transport processes, it was able to reproduce non-Fickian transport characteristics through these heterogeneous fractures. When supplying
D
Taylor
to the local ADE, it extended the applicability of the local ADE to a threshold of
Pe
|
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ISSN: | 1436-3240 1436-3259 |
DOI: | 10.1007/s00477-019-01661-7 |