The Numerical Simulation of Hydraulic Fracture Propagation with Competing Perforations at the Defining Plane

Xian Shi, Dongjie Li, Yuanfang Cheng, Zhongying Han, W. Fu
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引用次数: 3

Abstract

Fixed plane perforation technology is regarded as a good mean to address near wellbore tortuosity and reduce breakdown pressure in low permeability reservoirs. To better understand of the fracture behavior in wellbore perforations at the defining plane, a 2D finite element model has been implemented in ABAQUS to investigate the effects of mechanical, perforation and treatment parameters on hydraulic fracture propagation path. The global zero thickness cohesive elements have been inserted into numerical model, thus the existence of natural fractures on patterns of fracture propagation can be considered in this model. It shows that there is a great impact of natural fracture on the fracture propagation path. Moreover, the fracturing fluid viscosity, pumping rate, in-situ stress and perforation parameters also play critical roles on fracture propagation. Comparisons of numerical simulations show that the effects of the stress anisotropy, pumping rate, fluid viscosity, Young's modulus, Poisson's ratio and perforation intersection angle on the hydraulic fracture geometry of exterior fractures and interior fracture at the defining plane are different. It found that the width of interior fracture is almost zero at the near wellbore zone at the end of pumping which induced by the stress interference of neighboring fractures in some cases, thus perforations design at the defining plane must be carefully considered. Additionally, in most cases, hydraulic fractures from exterior perforations tend to propagate upward and downward simultaneously. Although hydraulic fractures initiated from a perforation that misaligned with the direction along the maximum in-situ stress initially at short distance, hydraulic fractures would finally reorient itself to the maximum in-situ stress direction, thus increase chances of creating one simple transverse fracture along maximum in-situ stress orientation. Because the strong stress interference of competing fractures, the possible breakdown of casing and perforation tunnels should be considered before well completion. The simulation results from this study offer some insights to enhance fixed plane perforation design for hydraulic fracturing treatments.
定义面上竞争射孔水力裂缝扩展的数值模拟
固定平面射孔技术被认为是解决低渗透油藏近井弯曲、降低击穿压力的良好手段。为了更好地了解井筒射孔在定义平面上的破裂行为,在ABAQUS中实现了一个二维有限元模型,研究了力学、射孔和处理参数对水力裂缝扩展路径的影响。在数值模型中引入了全局零厚度内聚元,从而在裂缝扩展模式上可以考虑天然裂缝的存在。结果表明,天然裂缝对裂缝扩展路径的影响较大。此外,压裂液粘度、泵注速率、地应力和射孔参数对裂缝扩展也有重要影响。数值模拟结果表明,应力各向异性、泵注速率、流体粘度、杨氏模量、泊松比和射孔交角对定义平面上外部裂缝和内部裂缝水力裂缝几何形状的影响是不同的。研究发现,在某些情况下,由于邻近裂缝的应力干扰,在泵送结束的近井筒区,内部裂缝的宽度几乎为零,因此必须仔细考虑在定义面上的射孔设计。此外,在大多数情况下,来自外部射孔的水力裂缝倾向于同时向上和向下扩展。虽然水力裂缝最初在短距离内与最大地应力方向不一致,但水力裂缝最终会重新定向到最大地应力方向,从而增加沿最大地应力方向形成一条简单横向裂缝的机会。由于竞争裂缝的强应力干扰,在完井前应考虑套管和射孔通道可能被击穿。该研究的模拟结果为改进水力压裂作业的固定平面射孔设计提供了一些见解。
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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