ZHOU Chun-xu, ZHANG Shui-tao, HE Jia-yuan, et al. Poroelasticity of natural gas hydrate reservoirs in the South China Sea[J]. 2022, 43(S1): 375-382.
DOI:
ZHOU Chun-xu, ZHANG Shui-tao, HE Jia-yuan, et al. Poroelasticity of natural gas hydrate reservoirs in the South China Sea[J]. 2022, 43(S1): 375-382.DOI: 10.16285/j.rsm.2021.0037.
Poroelasticity of natural gas hydrate reservoirs in the South China Sea
most studies on hydrate reservoir deformation do not consider the role of capillary force
and the hydrate pressure and fluid pressure in the reservoir are considered to be consistent. However
in the South China Sea
the hydrate reservoirs are mostly clayey silty with small pore size
thus the capillary effect is obvious. Based on poromechanics and hydrate phase equilibrium theory
a reservoir deformation model was established. In this model
the material in the pores is divided into two phases
i.e. the solid phase of the hydrate and the equivalent fluid phase consisting of discontinuous bubbles. The model focuses on the pressure difference between the hydrate solid and the equivalent fluid
known as capillary pressure. Finally
according to the data of Shenhu area in the South China Sea
the depressurization method and the thermal stimulation method of hydrate exploitation are analyzed in detail. The results show that the capillary effect has a great influence on the phase equilibrium condition of the hydrate and the reservoir deformation of the clayey silty reservoir in the South China Sea. For a given pressure
the melting point of the hydrate will decrease with the decrease of the aperture
which makes the phase equilibrium condition of the hydrate appear as a region rather than a curve in the pressure-temperature
and if the capillary effect is ignored
the reservoir deformation will be seriously underestimated.
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Related Author
XU Chao-zheng
HUANG Xing
KANG Yong-shui
LIU Quan-sheng
ZHANG Zhu-yin
YE Tao
SHI Yi-chen
MA Xian-zhuang
Related Institution
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanical and Electrical Engineering, Wuhan University of Technology
Department of Civil and Environmental Engineering, National University of Singapore
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology
Graduate School of Engineering, Nagasaki University