Near-Wellbore Hydraulic Fracture Non-Planar Propagation and Torturous Morphology in Tight Sandstone Formation

Ruxin Zhang, Q. Shan, Wan Cheng
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Abstract

In this paper, a 3D near-wellbore fracture propagation model is established, integrating five parts: formation stress balance, drilling, casing and cementing, perforating, and fracturing, in order to investigate fracture initiation characteristics, near-wellbore fracture non-planar propagation behavior, and torturous hydraulic fracture morphology for cased and perforated horizontal wellbores in tight sandstone formation. The method is based on the combination of finite element method and post-failure damage mechanism. Finite element method is used to determine the coupling behavior between the pore fluid seepage and rock stress distribution. Post-failure damage mechanism is adopted to test the evolution of hydraulic fractures through simulating rock damage process. Moreover, a user subroutine is introduced to establish the relation between rock strength, permeability, and damage, in order to solve the model. This model could simulate the interaction between fractures during their propagation process because of the stress shadow. The simulation results indicate that each operation could cause redistribution and reorientation of near-wellbore stress. Therefore, it is important to know the real near-wellbore stress distribution that affects near-wellbore fracture initiation and propagation. Initially, hydraulic fractures initiate independently from each perforation and propagate along the direction of maximum horizontal stress. However, hydraulic fractures divert from original direction gradually to interconnect and overlap with each other, because of stress shadow, resulting in non-planar propagation behavior. Individual fractures coalesce into a spiral-shaped fracture morphology. In addition, a longitudinal fracture could be observed because of wellbore effect, which is a result of weak cementing strength or near-wellbore weak plane. Finally, the complex and torturous fracture morphologies are created near the wellbore, incorporating Multi-spiral shaped fracture and horizontal-vertical crossing shaped fracture. However, the propagation behavior of fracture far away from wellbore is controlled by in-situ stress, forming a planar fracture. The highlights of this 3D near-wellbore fracture propagation model are following: 1) it considers near-wellbore stress change caused by each construction to ensure the accuracy of near-wellbore stress distribution; 2) it achieves 3D simulation of fracture initiation and near-wellbore propagation from perforations; 3) the interaction between fractures is involved, resulting in complex and torturous morphology. This model provides the theoretical basis for fracture initiation and propagation, which also could be applied into heterogenous formations considering the effect of discontinuities.
致密砂岩地层近井水力裂缝非平面扩展与弯曲形态
为了研究致密砂岩地层套管水平井和射孔水平井的起裂特征、近井裂缝非平面扩展行为和弯曲水力裂缝形态,建立了地层应力平衡、钻井、套管固井、射孔、压裂五部分组成的三维近井裂缝扩展模型。该方法是基于有限元法和破坏后损伤机理相结合的方法。采用有限元法确定了孔隙流体渗流与岩石应力分布的耦合特性。采用破坏后损伤机理,通过模拟岩石损伤过程来测试水力裂缝的演化过程。并引入用户子程序建立岩石强度、渗透率与损伤之间的关系,对模型进行求解。由于应力阴影的存在,该模型可以模拟裂缝扩展过程中裂缝间的相互作用。模拟结果表明,每次操作都会引起近井应力的重新分布和定向。因此,了解影响近井裂缝萌生和扩展的真实近井应力分布非常重要。最初,水力裂缝独立于每个射孔产生,并沿最大水平应力方向扩展。但由于应力阴影的存在,水力裂缝逐渐偏离原有方向,相互连通重叠,形成非平面扩展行为。单个裂缝合并成螺旋状裂缝形态。此外,由于固井强度弱或近井弱平面的影响,还会出现纵向裂缝。最后,在井筒附近形成了复杂而曲折的裂缝形态,包括多螺旋形裂缝和水平垂直交叉形裂缝。而裂缝在远离井筒处的扩展行为受地应力控制,形成平面裂缝。该三维近井裂缝扩展模型的亮点在于:1)考虑了每次施工引起的近井应力变化,保证了近井应力分布的准确性;2)实现了射孔裂缝起裂和近井扩展的三维模拟;3)骨折间相互作用受影响,形成复杂、折磨的形态。该模型为裂缝萌生和扩展提供了理论依据,也可应用于考虑不连续面影响的非均质地层。
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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