Study on deformation characteristics of fractures in different directions with constant volume boundary conditions

Yueli Feng, Yuetian Liu, Z. Ding, Jian Chen, Xiao-fei Mao
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引用次数: 2

Abstract

With different boundary conditions, the stress sensitivity change law of the reservoir is significantly different. This thesis qualitatively researches and describes the relationship among parameters such as fracture aperture, fracture permeability, boundary stress and pore fluid pressure based on physical simulation experiments. In order to apply it to actual oil reservoirs, a fracture dynamic deformation calculation model was established to quantitatively analyze the fracture directional pressure sensitivity effect in actual oil reservoirs. Finally, the physical simulation experiment test results are compared with the theoretical model calculation results, the two results are consistent, indicating the research results are reliable. The pressure-sensitive analytical model proposed by the research is used to analyze the pressure-sensitive characteristics of fractures at different angles, the characteristics of permeability tensor and their influence on the seepage law. The experimental results show: under the same pressure condition of the constant volume boundary, the flow rate of the fracture model decreases with the increase of the fracture angle, and the fracture aperture change rate first increases and then decreases with increase of the fracture angle, the 45° fracture system is the largest; the larger the fracture distance is, the smaller the total aperture in per unit area and corresponding fracture permeability; fracture aperture and permeability decrease with increase of elastic modulus of matrix system; the effective stress coefficient larger, the aperture and permeability of fracture smaller after deformation.
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等体积边界条件下不同方向裂缝变形特征研究
在不同边界条件下,储层应力敏感性变化规律有显著差异。本文在物理模拟实验的基础上,对裂缝孔径、裂缝渗透率、边界应力、孔隙流体压力等参数之间的关系进行了定性研究和描述。为了将其应用于实际油藏,建立了裂缝动态变形计算模型,定量分析了实际油藏中裂缝定向压敏效应。最后,将物理模拟实验测试结果与理论模型计算结果进行了对比,两者结果一致,表明研究结果是可靠的。利用所建立的压敏分析模型,分析了不同角度裂缝的压敏特征、渗透率张量特征及其对渗流规律的影响。实验结果表明:在等体积边界压力条件下,裂缝模型的流量随裂缝角的增大而减小,裂缝孔径变化率随裂缝角的增大先增大后减小,45°裂缝体系最大;裂缝距离越大,单位面积总孔径越小,相应的裂缝渗透率越小;裂缝孔径和渗透率随基质弹性模量的增大而减小;有效应力系数越大,变形后裂缝的孔径和渗透率越小。
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