Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (S1): 375-382.doi: 10.16285/j.rsm.2021.0037

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Poroelasticity of natural gas hydrate reservoirs in the South China Sea

ZHOU Chun-xu1, 2, ZHANG Shui-tao1, 2, HE Jia-yuan3, DAI Xiao-liang1, 2, LI Li-jun1, 2, WANG Lin-lin1, 2   

  1. 1. State Key Laboratory of Petroleum Resources and Prospecting, China University of Petroleum, Beijing 102249, China; 2. College of Safety and Ocean Engineering, China University of Petroleum, Beijing 102249, China; 3. Research Institute of Petroleum Exploration and Development, Sinopec, Beijing 100083, China)
  • Received:2021-01-07 Revised:2021-03-02 Online:2022-06-30 Published:2022-07-15
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(22127812) and the Joint Fund of the National Natural Science Foundation Committee of China Academy of Engineering Physics(U20B6005).

Abstract: At present, 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.

Key words: natural gas hydrate, phase transition, capillary effect, poroelasticity

CLC Number: 

  • TU431
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[6] KONG Liang, LIU Wen-zhuo, YUAN Qing-meng, DONG Tong, . Triaxial tests on gassy sandy soil under constant shear stress paths [J]. Rock and Soil Mechanics, 2019, 40(9): 3319-3326.
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[8] HUANG Shi-bing, LIU Quan-sheng, CHENG Ai-ping, LIU Yan-zhang, . A coupled hydro-thermal model of fractured rock mass under low temperature and its numerical analysis [J]. , 2018, 39(2): 735-744.
[9] KONG Xiao-ang, CAI Guo-qing, LIU Zhen-zhen, ZHAO Cheng-gang, . Research on tensile-shear coupling strength of unsaturated clays [J]. , 2017, 38(S2): 9-17.
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[12] CHEN Hao-xiang, QI Cheng-zhi, LI Kai-rui, XU Chen, LIU Tian-tian,. Nonlinear continuous phase transition model for zonal disintegration of rock masses around deep tunnels [J]. , 2017, 38(4): 1032-1040.
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[14] LIU Quan-sheng,KANG Yong-shui,HUANG Xing,XU Chao-zheng. Critical problems of freeze-thaw damage in fractured rock and their research status [J]. , 2012, 33(4): 971-978.
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