Anomalous Pressure Diffusion and Deformation in Two‐ and Three‐Dimensional Heterogeneous Fractured Media

Sandro Andrés, M. Dentz, Luis Cueto‐Felgueroso
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Abstract

In fractured and stress‐sensitive reservoirs and aquifers, hydromechanical coupling is important, in connection with their heat and solute transport properties, and because the fluid production or extraction leads to land subsidence and potentially to induced seismicity. Classical dual‐porosity poroelasticity (DPP) models cannot upscale pressure diffusion and deformation in fractured porous media, which are characterized by anomalous behaviors that manifest in strong tailing in the temporal evolution of flow rate and subsidence. We study these behaviors using detailed numerical simulations of fluid production in naturally fractured formations characterized by multi‐Gaussian distributions of the matrix permeability. We find that the tailing behaviors depend on the permeability contrast between fracture and matrix, on the permeability distribution in the matrix, and on the correlation length. We use a non–equilibrium, multi‐porosity model to quantify the coupled behaviors of anomalous pressure diffusion, fluid flow and deformation. The model is parameterized by medium and fluid properties, which set the characteristic pressure diffusion time scales. It allows to identify the emerging scaling regimes and scaling behaviors of flow rate and subsidence. We propose a model implementation that captures the full anomalous evolution of flow rates and displacements observed in the detailed numerical simulations in terms of the permeability distribution and matrix length scales. The presented results shed new light on the controls of medium heterogeneity and geometry on pressure diffusion, fluid production and subsidence in highly heterogeneous fractured media.
二维和三维异质断裂介质中的异常压力扩散和变形
在对应力敏感的断裂储层和含水层中,水力机械耦合非常重要,这与它们的热量和溶质输运特性有关,还因为流体的生产或抽取会导致土地沉降,并可能引发地震。经典的双孔隙孔弹性(DPP)模型无法放大断裂多孔介质中的压力扩散和变形,其特点是异常行为,表现为流速和沉降的时间演化过程中出现强烈的拖尾现象。我们通过对基质渗透率多高斯分布的天然断裂地层中的流体生产进行详细的数值模拟,对这些行为进行了研究。我们发现,尾流行为取决于裂缝与基质之间的渗透率对比、基质中的渗透率分布以及相关长度。我们使用非平衡多孔隙模型来量化异常压力扩散、流体流动和变形的耦合行为。该模型由介质和流体特性参数化,介质和流体特性设定了特征压力扩散时间尺度。通过该模型可以识别新出现的缩放机制以及流速和沉降的缩放行为。我们提出了一种模型实现方法,它能从渗透率分布和基质长度尺度方面捕捉到详细数值模拟中观察到的流速和位移的全部异常演变。这些结果揭示了介质异质性和几何形状对高度异质性断裂介质中压力扩散、流体生产和沉降的控制作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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