注水情况下未固结砂储层压裂机理的数值模拟

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS
Ana Carolina Loyola , Jean Sulem , Jean-Claude Dupla , Jalel Ochi
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引用次数: 0

摘要

采出水回注是石油和天然气作业中的一种标准做法。在足够高的压力下进行回注时,可能会引发储层压裂,此时应加以控制,在不影响安全的情况下刺激地层。虽然人们对脆性岩石的水力压裂机理已经有了很好的了解,但对未固结砂储层的了解则更具挑战性。最近的实验研究表明,这类地层中的假裂缝主要是由剪切带和流道化造成的。需要通过考虑到适当物理现象的数值模型来进一步解释实验结果。为此,我们建立了一个关于水渗流、颗粒运移和应变局部化的耦合有限元模型,以复制 Nguyen 等人 2022 年在砂和细砂混合物中进行的径向注水实验:一个带有径向注水单元的实验装置,用于研究注水条件下未固结砂储层的压裂。石油科学与工程学报》213:11036。为了模拟剪切带,该模型考虑了应变软化行为,并在少数薄弱元素中引入了材料缺陷。一旦达到临界流体速度,颗粒就会开始移动,并假定渗透率是颗粒浓度的函数。数值模型可以复制观测到的径向假压裂的几何形状以及测量到的压裂压力。它们还定性地捕捉到了实验室测试中观察到的初始应力状态对压裂压力、裂缝长度和压裂过程中渗透率增加的影响。值得注意的是,数值结果提示了应变局部化与颗粒运移之间的耦合对假压裂形成的作用。这些研究结果被用于提出沙包水力压裂的最新概念模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical modeling of the fracturing mechanisms of unconsolidated sand reservoirs under water injection

Produced Water Re-Injection is a standard practice in oil and gas operations. When performed at sufficiently high pressures, it can trigger the fracturing of the reservoir, which should be controlled to stimulate the formation without compromising its safety. While the mechanisms of the hydraulic fracturing of brittle rocks are well-understood, this understanding is more challenging in the case of unconsolidated sand reservoirs. Recent experimental studies indicate that pseudofractures in such formations primarily result from shear banding and flow channelization. There is a need for further interpretation of the experimental findings through numerical models that account for the proper physical phenomena. For that, a coupled finite element model of water percolation, particle transport and strain localization is developed to replicate the experiments of radial injection of water in mixtures of sand and fines by Nguyen et al., 2022: An experimental setup with radial injection cell for investigation of fracturing in unconsolidated sand reservoirs under fluid injection. Journal of Petroleum Science and Engineering 213:11036. To simulate shear banding, the model accounts for strain-softening behavior and introduces material imperfections in a few weak elements. Particle mobilization starts once a critical fluid velocity is reached and permeability is assumed to be a function of particle concentration. The numerical models can replicate the geometry of the observed radial pseudofractures, as well as the measured fracturing pressures. They also qualitatively capture the effects of the initial stress state on the fracturing pressure, the fracture length and on the permeability increases during the fracturing regime as observed in the laboratory tests. Notably, the numerical results gave hints on the role of the coupling between strain localization and particle transport on the formation of the pseudofractures. These findings are used to propose an updated conceptual model for the hydraulic fracturing of sand packs.

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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
期刊介绍: The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources. The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.
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