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Author:

Li, R. (Li, R..) | Zhang, L. (Zhang, L..) | Han, Z. (Han, Z..) | Zhou, J. (Zhou, J..) | Wang, S. (Wang, S..) | Schüttrumpf, H. (Schüttrumpf, H..)

Indexed by:

EI Scopus SCIE

Abstract:

Resulting from the bedding structure of turbidite reservoir, permeability anisotropy is an essential parameter for natural gas hydrate (NGH) exploitation. Fundamentally, the evolution of permeability anisotropy under increasing effective stress are investigated in this study. Taking the turbidite sediments in northern Cascadia as an example, a series of experimental tests and co-simulations of discrete element method (DEM) and computational fluid dynamics method (CFD) are conducted. For layered turbidite sediments, an interlayer mixed zone will be formed in the interface between fine-grained layer and coarse-grained layer after loading. Fine particles will migrate to the coarse layer, blocking the horizontal preponderance flow paths and further reduce the permeability anisotropy. Moreover, the development of interlayer mixed zone mainly occurs in initial compaction stage and slows down in higher stress level, for which the permeability anisotropy shows a staged reduction with increasing effective stress. Considering the effect of interlayer mixed zone, a predictive model of permeability anisotropy is proposed and verified by the experimental results, which has higher accuracy than traditional “layered cake” model. The finding of this research also confirms the mixing effect in deep sediments, which may affect the geological history records in target sedimentary sequence. © 2023

Keyword:

Permeability anisotropy Effective stress Turbidite reservoir Natural gas hydrate Mixing effect

Author Community:

  • [ 1 ] [Li R.]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China
  • [ 2 ] [Li R.]College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing, 100049, China
  • [ 3 ] [Li R.]Innovation Academy for Earth Science, CAS, Beijing, 100029, China
  • [ 4 ] [Zhang L.]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China
  • [ 5 ] [Zhang L.]College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing, 100049, China
  • [ 6 ] [Zhang L.]Innovation Academy for Earth Science, CAS, Beijing, 100029, China
  • [ 7 ] [Han Z.]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China
  • [ 8 ] [Han Z.]Innovation Academy for Earth Science, CAS, Beijing, 100029, China
  • [ 9 ] [Zhou J.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 10 ] [Wang S.]Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China
  • [ 11 ] [Wang S.]Innovation Academy for Earth Science, CAS, Beijing, 100029, China
  • [ 12 ] [Schüttrumpf H.]Institute of Hydraulic Engineering and Water Resources Management, RWTH Aachen University, Aachen, D52056, Germany

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Source :

Energy

ISSN: 0360-5442

Year: 2023

Volume: 284

9 . 0 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:19

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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