地应力场下压敏油藏生产裂缝渗透率变化的数值模拟

Shaohua Gu, Yunqing Shi, Zhangxin Chen
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引用次数: 0

摘要

在压力敏感油藏中,多孔介质流场、裂缝场和应力场之间的相互作用会产生一些与常规油藏完全不同的特定流动特征。动态裂缝行为是其中之一,它会引起裂缝孔径值的变化,甚至引起渗透率各向异性的变化。本文重点研究了裂缝的动态特性及其影响因素,包括驱动压力和地应力。建立数值离散裂缝网络(DFN)模型,并采用有限元方法求解,研究裂缝的范围性及其影响因素。该数学模型考虑了动态裂缝和流固耦合,包括应力-应变模型、流场模型和流固耦合模型。在此基础上,研究了压力敏感油藏裂缝孔径的变化规律,结果表明,随着压力的变化,裂缝的不同方向和连通性导致裂缝的扩张程度不同,从而提出了各向异性裂缝孔隙度的概念,用于油藏尺度模拟。研究还表明,地层压力的下降决定了裂缝的导流能力和渗透率的各向异性,但对主渗透率的方向影响不大。最后,研究了地应力压力与裂缝场的相互作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical Simulation of Fracture Permeability Change in Production ofPressure-sensitive Reservoirs with In-situ Stress Field
In pressure sensitive reservoirs, interaction effects among the porous media flow field, the fracture field and the stress field can cause some specific flow characteristics entirely different from those in conventional reservoirs. Dynamic fracture behavior is one of them, which generates a change in the value of fracture aperture and even a variation in the anisotropy of permeability. In this paper, we focus on the dynamic behavior of fractures and some affecting factors, in- cluding driving pressure and in-situ stress. Numerical discrete fracture network (DFN) models are built and solved by the finite element method to investigate what the range-ability the fracture presents and what impact these affecting factors have. In these mathematical models, both dynamic fractures and the fluid-solid coupling are taken into account, and a stress-strain model, a flow field model and a fluid-solid coupling model are included. Based on the models, the variation of fracture aperture in pressure sensitive reservoirs is studied and the results show that a different direction and connectivity of fractures lead fracture dilation to varying degrees as pressure changes so that the idea of anisotropic frac- ture porosity is proposed for reservoir scale simulation. The study also indicates that the drop of formation pressure de- termines the conductivity of fractures and anisotropy of permeability but just has a slight impact on the direction of prin- cipal permeability. Finally, the study shows the interaction of the in-situ stress pressure and the fracture field.
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