LAPSE:2023.0729v1
Published Article

LAPSE:2023.0729v1
Deformation Coupled Effective Permeability Change in Hydrate-Bearing Sediment during Depressurization
February 20, 2023
Abstract
Methane hydrates found in the sediments of deep sea and permafrost regions draw global interest. The rate of gas production from a depressurized well is governed by the effective permeability of the hydrate-bearing sediments around the wellbore. During depressurization, a decrease in pore pressure leading to soil compaction and hydrate dissociation results in a dynamic change in the effective permeability. To describe the change in the effective permeability in detail, in this study, a simple coupled compressibility−permeability analysis method is proposed to identify the conditions under which the effective permeability increases or decreases after depressurization. An analytical solution is derived for the effective permeability change with pore pressure and temperature, considering hydrate dissociation and soil compaction. We found that when there is a sufficient heat supply, hydrate dissociation dominates the effective permeability during hydrate dissociation, but after hydrate dissociation, soil compaction is the governing factor for permeability change. When there is an insufficient heat supply, however, compaction mainly determines the permeability, and the effect of hydrate dissociation is limited. This work will be helpful for rapid reservoir assessment.
Methane hydrates found in the sediments of deep sea and permafrost regions draw global interest. The rate of gas production from a depressurized well is governed by the effective permeability of the hydrate-bearing sediments around the wellbore. During depressurization, a decrease in pore pressure leading to soil compaction and hydrate dissociation results in a dynamic change in the effective permeability. To describe the change in the effective permeability in detail, in this study, a simple coupled compressibility−permeability analysis method is proposed to identify the conditions under which the effective permeability increases or decreases after depressurization. An analytical solution is derived for the effective permeability change with pore pressure and temperature, considering hydrate dissociation and soil compaction. We found that when there is a sufficient heat supply, hydrate dissociation dominates the effective permeability during hydrate dissociation, but after hydrate dissociation, soil compaction is the governing factor for permeability change. When there is an insufficient heat supply, however, compaction mainly determines the permeability, and the effect of hydrate dissociation is limited. This work will be helpful for rapid reservoir assessment.
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Keywords
depressurization, effective permeability, heat supply, hydrate dissociation, soil compaction
Subject
Suggested Citation
Sun X, Luo H, Soga K. Deformation Coupled Effective Permeability Change in Hydrate-Bearing Sediment during Depressurization. (2023). LAPSE:2023.0729v1
Author Affiliations
Sun X: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94701, USA [ORCID]
Luo H: China Construction Science & Technology Group Co., Ltd., Shenzhen Branch, Shenzhen 518054, China
Soga K: Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94701, USA
Luo H: China Construction Science & Technology Group Co., Ltd., Shenzhen Branch, Shenzhen 518054, China
Soga K: Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94701, USA
Journal Name
Processes
Volume
10
Issue
11
First Page
2210
Year
2022
Publication Date
2022-10-27
ISSN
2227-9717
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Original Submission
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PII: pr10112210, Publication Type: Journal Article
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LAPSE:2023.0729v1
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https://doi.org/10.3390/pr10112210
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Feb 20, 2023
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