注砂系统渗透率演化

Yu Hu, Q. Gan, A. Hurst, D. Elsworth
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引用次数: 8

摘要

注砂复合体由千米规模的碎屑侵入网络组成,是油气和其他流体运移、聚集和开采的有效通道。利用连续介质模拟器TOUGHREACT和FLAC3D对裂隙岩石的变形和流体流动进行跟踪,建立了一个等效连续介质模型来表示注砂储层、裂缝岩石中的耦合应力和流体流动。提出了一种采用分段渗流模型的渗透率模型,通过容纳四种不同级别的裂缝连通性来改善裂缝网络的渗透率估计。根据不同的裂缝网络连通性,该渗透率模型得到了现场和实验室数据的验证。将新建立的本构渗透率模型整合到流体-力学耦合模拟器框架中,并应用于注砂试验,分析了渗透率演化机制和力学敏感性。结果表明,当主应力大小以一定比例增加时,正闭是减小裂缝孔径从而减小渗透率的主要机制。相反,对于临界或近临界取向裂缝,应力差的演化会导致剪切扩张的增加,从而加剧裂缝的孔径和渗透率。此外,由于正应力与裂缝的正闭合呈双曲线关系,低应力状态下裂隙岩石的孔径演化及相关渗透率比高应力状态下更为敏感。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evolution of Permeability in Sand Injectite Systems
Sand injectite complexes comprise kilometer-scale clastic intrusion networks that act as effective conduits for the migration, accumulation and then recovery of hydrocarbons and other fluids. An equivalent continuum model is constructed to represent a sand injectite reservoir, coupling stress and fluid flow in fractured rock using the continuum simulator TOUGHREACT coupled with FLAC3D to follow deformation and fluid flow. A permeability model, which uses staged percolation models, is proposed to improve permeability estimation of fracture networks by accommodating four different levels of fracture connectivity. This permeability model is confirmed against field and laboratory data, corresponding to the different connectivities of fracture networks. The new constitutive permeability model is incorporated into the coupled hydro-mechanical simulator framework and applied to sand injectites with the analysis of permeability evolution mechanisms and mechanical sensitivity. The results indicate that when the magnitudes of principal stresses increase in a constant ratio, normal closure is the dominant mechanism in reducing fracture aperture and thereby permeability. Conversely, the evolution of stress difference can accentuate aperture and permeability due to an increase in shear dilation for critically or near-critically oriented fractures. Also, the evolution of aperture and related permeability of fractured rock are more sensitive at lower stress states than at higher stress states due to the hyperbolic relationship between normal stress and normal closure of the fractures.
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