Journal
PETROLEUM SCIENCE AND TECHNOLOGY
Volume 39, Issue 7-8, Pages 196-215Publisher
TAYLOR & FRANCIS INC
DOI: 10.1080/10916466.2021.1898422
Keywords
Coalbed methane; in-situ stress; in-situ stress– permeability model; low-rank coal reservoir; Ordos Basin; permeability
Funding
- National Natural Science Foundation Project [41530314]
- Research Projects of Shaanxi Science and Technology Development Plan [2018GY-094]
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The study investigates the relationship between in-situ stress and permeability in low-rank CBM blocks, concluding that the coal reservoir in the Binchang block is in a state of relative tension. A stress-permeability model and geological model were established, showing that permeability is most sensitive to maximum horizontal stress and least sensitive to vertical stress. The model suggests that highly permeable zones develop at specific burial depths due to structural conditions created by relative tension stress.
The study of the relationship of in-situ stress and permeability is of great necessity to understand the formation mechanism of high-permeability coal reservoir. However, characteristics of in-situ stress and its relationship with permeability in low-rank CBM blocks of China is poorly understood. This study employs permeability and in-situ stress test experiment to analyze the vertical variation law of in-situ stress and permeability and the control mechanism of in-situ stress on permeability in the Binchang block of southwestern Ordos Basin. It is concluded that the permeability varies from 0.11-6.84 mD, and the entire coal reservoir is in a state of relative tension in the Binchang block. The extended Somerton stress-permeability model composed of six stress parameters and the geological model of in-situ stress-permeability were established. The modeling results indicate that permeability is most sensitive to the maximum horizontal stress and its derived parameters, and least sensitive to vertical stress. This model indicates that highly permeability develop in the two-stage turning burial depth section (480-800 m), which is consistent with the minimum value of stress parameters such as the lateral pressure coefficient, which indicate that the relative tension stress zone in the depth profile provides structural conditions that are conducive to the development of permeability.
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