Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture

The impact of normal stress-induced closure on fluid flow and solute transport in a single rock fracture is demonstrated in this study. The fracture is created from a measured surface of a granite rock sample. The Bandis model is used to calculate the fracture closure due to normal stress, and the f...

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Main Authors: Liangchao Zou, Vladimir Cvetkovic
Format: Article
Language:English
Published: Elsevier 2020-08-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775520300391
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author Liangchao Zou
Vladimir Cvetkovic
author_facet Liangchao Zou
Vladimir Cvetkovic
author_sort Liangchao Zou
collection DOAJ
description The impact of normal stress-induced closure on fluid flow and solute transport in a single rock fracture is demonstrated in this study. The fracture is created from a measured surface of a granite rock sample. The Bandis model is used to calculate the fracture closure due to normal stress, and the fluid flow is simulated by solving the Reynold equation. The Lagrangian particle tracking method is applied to modeling the advective transport in the fracture. The results show that the normal stress significantly affects fluid flow and solute transport in rock fractures. It causes fracture closure and creates asperity contact areas, which significantly reduces the effective hydraulic aperture and enhances flow channeling. Consequently, the reduced aperture and enhanced channeling affect travel time distributions. In particular, the enhanced channeling results in enhanced first arriving and tailing behaviors for solute transport. The fracture normal stiffness correlates linearly with the 5th and 95th percentiles of the normalized travel time. The finding from this study may help to better understand the stress-dependent solute transport processes in natural rock fractures.
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spelling doaj.art-3c692f0560b54d0488bff45b1e067a152022-12-21T21:48:44ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552020-08-01124732741Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fractureLiangchao Zou0Vladimir Cvetkovic1Division of Resources, Energy and Infrastructure, Department of Sustainable Development, Environmental Science and Engineering, Royal Institute of Technology, Stockholm, 10044, Sweden; Department of Physical Geography, Stockholm University, Stockholm, 10691, Sweden; Corresponding author.Division of Resources, Energy and Infrastructure, Department of Sustainable Development, Environmental Science and Engineering, Royal Institute of Technology, Stockholm, 10044, SwedenThe impact of normal stress-induced closure on fluid flow and solute transport in a single rock fracture is demonstrated in this study. The fracture is created from a measured surface of a granite rock sample. The Bandis model is used to calculate the fracture closure due to normal stress, and the fluid flow is simulated by solving the Reynold equation. The Lagrangian particle tracking method is applied to modeling the advective transport in the fracture. The results show that the normal stress significantly affects fluid flow and solute transport in rock fractures. It causes fracture closure and creates asperity contact areas, which significantly reduces the effective hydraulic aperture and enhances flow channeling. Consequently, the reduced aperture and enhanced channeling affect travel time distributions. In particular, the enhanced channeling results in enhanced first arriving and tailing behaviors for solute transport. The fracture normal stiffness correlates linearly with the 5th and 95th percentiles of the normalized travel time. The finding from this study may help to better understand the stress-dependent solute transport processes in natural rock fractures.http://www.sciencedirect.com/science/article/pii/S1674775520300391Normal stressFluid flowSolute transportStiffnessParticle tracking
spellingShingle Liangchao Zou
Vladimir Cvetkovic
Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture
Journal of Rock Mechanics and Geotechnical Engineering
Normal stress
Fluid flow
Solute transport
Stiffness
Particle tracking
title Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture
title_full Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture
title_fullStr Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture
title_full_unstemmed Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture
title_short Impact of normal stress-induced closure on laboratory-scale solute transport in a natural rock fracture
title_sort impact of normal stress induced closure on laboratory scale solute transport in a natural rock fracture
topic Normal stress
Fluid flow
Solute transport
Stiffness
Particle tracking
url http://www.sciencedirect.com/science/article/pii/S1674775520300391
work_keys_str_mv AT liangchaozou impactofnormalstressinducedclosureonlaboratoryscalesolutetransportinanaturalrockfracture
AT vladimircvetkovic impactofnormalstressinducedclosureonlaboratoryscalesolutetransportinanaturalrockfracture