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Title: Cyclic Permeability Evolution During Repose Then Reactivation of Fractures and Faults

Abstract

Abstract Cyclic growth and decay of permeability in fractures is explored during repeated reactivation and repose of saw‐cut fractures of Green River shale. These slide‐hold‐slide experiments are supported by measurements of fracture normal deformation and optical surface profilometry. Overall, we observe continuous permeability decay during repose (holds) and significant permeability enhancement during slow reactivation (slide). The permeability decay is accompanied by fault compaction. Both hydraulic aperture change (Δ b h ) and measured compaction (Δ b s ) are consistent with time‐dependent power law closure with a power exponent of ~0.2–0.4. These dual compaction magnitudes are positively correlated but Δ b h  > Δ b s in late stage holds. Permeability enhancement during reactivation is typically also accompanied by fault dilation. However, we also observe some cases where hydraulic aperture change decouples from the measured deformation, conceivably driven by mobilization of wear products and influenced by the development of flow bottlenecks. Pretest and posttest surface profiles show that the surface topography of the fractures is planed down by shear removal. The shear removal is significant with initial laboratory prepared surface (~10 μm of aperture height) but less significant following consecutive reactivations (~2 μm). The flattened surfaces retain small‐scale, ~10–20 μm wavelength, roughness. Flow simulations,more » constrained by the surface topography and measured deformation, indicate that small‐scale roughness may control permeability at flow bottlenecks within a dominant flow channel. These results suggest cycles of permeability creation and destruction are an intrinsic component of the natural hydraulic system present in faults and fractures and provide an improved mechanistic understanding of the evolution of permeability during fault repose and reactivation.« less

Authors:
ORCiD logo [1]; ORCiD logo [2]; ORCiD logo [3]
  1. Department of Energy and Mineral Engineering, EMS Energy Institute, and G3 Center The Pennsylvania State University University Park PA USA, Now at Geology and Planetary Science Division California Institute of Technology Pasadena CA USA
  2. Department of Energy and Mineral Engineering, EMS Energy Institute, and G3 Center The Pennsylvania State University University Park PA USA
  3. Department of Energy and Mineral Engineering, EMS Energy Institute, and G3 Center The Pennsylvania State University University Park PA USA, Now at Department of Physics and Astronomy Purdue University West Lafayette IN USA
Publication Date:
Sponsoring Org.:
USDOE
OSTI Identifier:
1512355
Grant/Contract Number:  
FE0023354
Resource Type:
Publisher's Accepted Manuscript
Journal Name:
Journal of Geophysical Research. Solid Earth
Additional Journal Information:
Journal Name: Journal of Geophysical Research. Solid Earth Journal Volume: 124 Journal Issue: 5; Journal ID: ISSN 2169-9313
Publisher:
American Geophysical Union (AGU)
Country of Publication:
United States
Language:
English

Citation Formats

Im, Kyungjae, Elsworth, Derek, and Wang, Chaoyi. Cyclic Permeability Evolution During Repose Then Reactivation of Fractures and Faults. United States: N. p., 2019. Web. doi:10.1029/2019JB017309.
Im, Kyungjae, Elsworth, Derek, & Wang, Chaoyi. Cyclic Permeability Evolution During Repose Then Reactivation of Fractures and Faults. United States. https://doi.org/10.1029/2019JB017309
Im, Kyungjae, Elsworth, Derek, and Wang, Chaoyi. Mon . "Cyclic Permeability Evolution During Repose Then Reactivation of Fractures and Faults". United States. https://doi.org/10.1029/2019JB017309.
@article{osti_1512355,
title = {Cyclic Permeability Evolution During Repose Then Reactivation of Fractures and Faults},
author = {Im, Kyungjae and Elsworth, Derek and Wang, Chaoyi},
abstractNote = {Abstract Cyclic growth and decay of permeability in fractures is explored during repeated reactivation and repose of saw‐cut fractures of Green River shale. These slide‐hold‐slide experiments are supported by measurements of fracture normal deformation and optical surface profilometry. Overall, we observe continuous permeability decay during repose (holds) and significant permeability enhancement during slow reactivation (slide). The permeability decay is accompanied by fault compaction. Both hydraulic aperture change (Δ b h ) and measured compaction (Δ b s ) are consistent with time‐dependent power law closure with a power exponent of ~0.2–0.4. These dual compaction magnitudes are positively correlated but Δ b h  > Δ b s in late stage holds. Permeability enhancement during reactivation is typically also accompanied by fault dilation. However, we also observe some cases where hydraulic aperture change decouples from the measured deformation, conceivably driven by mobilization of wear products and influenced by the development of flow bottlenecks. Pretest and posttest surface profiles show that the surface topography of the fractures is planed down by shear removal. The shear removal is significant with initial laboratory prepared surface (~10 μm of aperture height) but less significant following consecutive reactivations (~2 μm). The flattened surfaces retain small‐scale, ~10–20 μm wavelength, roughness. Flow simulations, constrained by the surface topography and measured deformation, indicate that small‐scale roughness may control permeability at flow bottlenecks within a dominant flow channel. These results suggest cycles of permeability creation and destruction are an intrinsic component of the natural hydraulic system present in faults and fractures and provide an improved mechanistic understanding of the evolution of permeability during fault repose and reactivation.},
doi = {10.1029/2019JB017309},
journal = {Journal of Geophysical Research. Solid Earth},
number = 5,
volume = 124,
place = {United States},
year = {Mon May 13 00:00:00 EDT 2019},
month = {Mon May 13 00:00:00 EDT 2019}
}

Journal Article:
Free Publicly Available Full Text
Publisher's Version of Record
https://doi.org/10.1029/2019JB017309

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Cited by: 16 works
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