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Fracture Propagation and Formation Disturbance during Injection and Frac-Pack Operations in Soft Compacting Rocks

机译:柔软压实岩石注射率和FRAC包运算过程中的断裂繁殖和形成扰动

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The widespread use of FracPack technology in deepwater reservoir has been a growing practice. Its purpose is sand control and well stimulation. To-date, field applications and fracture treatments have been designed using traditional hydraulic fracturing simulators that apply LEFM theories. While this is adequate for hard rocks (e.g., tight gas formations), the fracture geometry predictions fall short when applied to fracturing soft rocks. Soft rocks are normally at incipient plasticity and, hence, are prone to compaction. Compaction, or plastic rock deformations during sand control FracPacks operations and disposal of drilling cuttings slurries in soft layers. The capacity of the created fracture to store or accept solids, the conditions of the rock strength near the fracture faces and the near well/fracture rock porosity or permeability are all highly impacted by the rock compaction during the fracture propagation process. The objective of the presented research is to assess the impact of compaction and plasticity on fracture geometry and formation properties around the fracture. In particular, it is important to quantify the details of the geometry of factures generated during FracPack and waste disposal operations as well as the porosity/permeability changes in the vicinity of the fracture faces. In the current paper, rock behavior is described by a variation of the Cam-Clay model. This model represents an inelastic, work hardening model that, depending on the loading path, could predict both compaction and dilatency, in a given formation. This is particularly useful in modeling soft or elasto-plastic compacting formations since the fracture propagation is heavily driven by the leak off into the formation and the in situ stress profile. Formation low permeability leads to lower leak off rates, especially if the injected slurry has a leak-off control additive. This scenario leads to compaction of the rock along the fracture sides. High permeability at the tip results in a large amount of fluid leak off into the formation causing the near-tip zone to dilate during slurry injection and fracture propagation. The current paper presents results of fracture simulation in compacting rocks including fracture geometry, fracturing pressure and porosity/permeability alteration around the fracture. In the previous paper, results of finite element model provided a benchmark to simulation results. The present work, on the other hand, shows the extent of formation disturbance and porosity/permeability alteration, as well as propped fracture characterization in FracPacks. Finally, the model results addressed the disparity between conventional FracPacks designs and actual treatment data. The observations confirm the need for careful consideration of rock plasticity in fracture simulation to avoid FracPack failures and minimize the absence of TSO response in some field implementations.
机译:Fracpack技术在深水水库中广泛应用于越来越慢的做法。其目的是砂控制和刺激。迄今为止,使用传统的液压压裂模拟器设计了现场应用和骨折处理,该模拟器涂抹铅值理论。虽然这适用于硬岩(例如,狭小的气体形成),但在施加压裂软岩时,骨折几何预测下降。柔软的岩石通常以初始的可塑性,因此,易于压实。砂砾泥炭包装过程中的压实,或塑料岩石变形在柔软层中的钻孔切割浆料的操作和处置。产生的骨折存储或接受固体的容量,骨折面附近的岩石强度和近孔/断裂岩孔隙率或渗透性的条件都受到岩石压实期间裂缝繁殖过程中的岩石压实的高度撞击。本研究的目的是评估压实和可塑性对骨折周围骨折几何形状和形成性能的影响。特别是,重要的是要量化在Fracpack和废物处理操作期间产生的物体几何形状的细节以及裂缝面附近的孔隙率/渗透性变化。在当前纸张中,通过凸轮粘土模型的变型描述了岩石行为。该模型代表不弹性,工作硬化模型,其取决于装载路径,可以在给定的形成中预测压实和稀释性。这在模拟软或弹塑性压实地层中特别有用,因为断裂传播通过泄漏到地层的泄漏和原位应力分布而受到严重驱动。形成低渗透率导致液化泄漏率降低,特别是如果注入的浆料具有泄漏控制添加剂。这种情况导致沿着骨折侧的岩石压实。尖端的高渗透率导致大量的流体泄漏到形成近端区域在浆料注射期间扩张的形成和裂缝繁殖。目前纸张在压实岩石中提出了裂缝模拟的结果,包括断裂几何形状,压裂压力和骨折周围的孔隙率/渗透性改变。在前一篇文章中,有限元模型的结果为模拟结果提供了基准。另一方面,目前的工作表明了形成干扰和孔隙率/渗透性改变的程度,以及在FRACPACKS中的支撑骨折表征。最后,模型结果解决了传统的Fracpacks设计和实际治疗数据之间的视差。观察结果证实需要仔细考虑骨折模拟中的岩石可塑性,以避免Fracpack故障,并在某些场实现中最小化TSO反应的缺失。

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