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1000 Titel
  • Investigations into the opening of fractures during hydraulic testing using a hybrid-dimensional flow formulation
1000 Autor/in
  1. Schmidt, Patrick |
  2. Steeb, Holger |
  3. Renner, Jörg |
1000 Erscheinungsjahr 2021
1000 Publikationstyp
  1. Artikel |
1000 Online veröffentlicht
  • 2021-07-30
1000 Erschienen in
1000 Quellenangabe
  • 80(15):497
1000 Copyrightjahr
  • 2021
1000 Lizenz
1000 Verlagsversion
  • https://doi.org/10.1007/s12665-021-09767-4 |
1000 Publikationsstatus
1000 Sprache der Publikation
1000 Abstract/Summary
  • We applied a hybrid-dimensional flow model to pressure transients recorded during pumping experiments conducted at the Reiche Zeche underground research laboratory to study the opening behavior of fractures due to fluid injection. Two distinct types of pressure responses to flow-rate steps were identified that represent radial-symmetric and plane-axisymmetric flow regimes from a conventional pressure-diffusion perspective. We numerically modeled both using a radial-symmetric flow formulation for a fracture that comprises a non-linear constitutive relation for the contact mechanics governing reversible fracture surface interaction. The two types of pressure response can be modeled equally well. A sensitivity study revealed a positive correlation between fracture length and normal fracture stiffness that yield a match between field observations and numerical results. Decomposition of the acting normal stresses into stresses associated with the deformation state of the global fracture geometry and with the local contacts indicates that geometrically induced stresses contribute the more the lower the total effective normal stress and the shorter the fracture. Separating the contributions of the local contact mechanics and the overall fracture geometry to fracture normal stiffness indicates that the geometrical stiffness constitutes a lower bound for total stiffness; its relevance increases with decreasing fracture length. Our study demonstrates that non-linear hydro-mechanical coupling can lead to vastly different hydraulic responses and thus provides an alternative to conventional pressure-diffusion analysis that requires changes in flow regime to cover the full range of observations.
1000 Sacherschließung
lokal Reiche Zeche underground research laboratory
lokal Hydro-mechanics of fractures
lokal Fracture contact mechanics
lokal Sustainable Utilization of Geosystems
lokal Thematic Issue
lokal Hybrid-dimensional modeling
lokal Fracture stiffness
lokal Hydraulic testing of fractures
1000 Liste der Beteiligten
  1. https://orcid.org/0000-0001-9834-3084|https://frl.publisso.de/adhoc/uri/U3RlZWIsIEhvbGdlcg==|https://frl.publisso.de/adhoc/uri/UmVubmVyLCBKw7ZyZw==
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1000 Erstellt am 2023-04-27T12:18:55.226+0200
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1000 Zuletzt bearbeitet 2023-10-20T12:09:38.177+0200
1000 Objekt bearb. Fri Oct 20 12:09:38 CEST 2023
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