通过分析压裂水平井间压力干涉估计水力裂缝几何形状

P. Seth, Ripudaman Manchanda, Ashish Kumar, M. Sharma
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引用次数: 10

摘要

压裂水平井的压力干扰测量已被用于表征水力裂缝(Kampfer和Dawson, 2016;Roussel and Agrawal, 2017)。过去的工作使用静态油藏网格块作为水力裂缝的代理来模拟这种干扰。在本文中,我们表明,为了准确地解释裂缝监测井中观察到的压力响应,需要明确地将裂缝及其扩展建模为油藏中的柔顺不连续面。开发了一种完全耦合的三维地质力学储层模型,该模型将裂缝明确地建模为开放和弯曲的通道,以模拟多井区水力裂缝之间的压力干扰。利用该模型,我们在监测井压力的同时模拟了处理井的动态裂缝扩展。通过将监测井裂缝明确地建模为储层岩石中的柔顺不连续面,准确地计算了监测井裂缝内部的压力响应。我们研究了裂缝间机械应力干扰的影响。然后将该模型用于模拟和分析在二叠纪盆地的一对井中观察到的处理压力响应。模拟结果表明,水力裂缝向监测井方向扩展导致监测裂缝应力发生变化。监测裂缝的闭合和打开直接表现为监测井裂缝内压力的增加/减少。我们发现,监测井的压力变化主要是由于动态扩展的水力裂缝(而不是直接的水力通信)机械挤压监测裂缝的弹性效应造成的。因此,正如本研究所做的那样,对骨折的顺应性进行建模是至关重要的。系统分析了该监测井的压力响应,以估计二叠纪盆地井台现场数据的裂缝几何形状。我们将扩展的水力裂缝和监测井裂缝表示为油藏中的柔顺不连续面,这首次证明了对于捕获现场观察到的压力响应至关重要。以前的模型将裂缝表示为静态储集网格块,从而简化了问题,这种模型显然是不充分的。我们的模型更准确地捕捉了水力裂缝扩展对裂缝监测井中观察到的压力响应的影响。这种压力干扰分析可以为作业者提供水力裂缝几何形状的半定量估计,成本相对较低。
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Estimating Hydraulic Fracture Geometry by Analyzing the Pressure Interference Between Fractured Horizontal Wells
Pressure interference measurements in fractured horizontal wells have been used to characterize hydraulic fractures (Kampfer and Dawson, 2016; Roussel and Agrawal, 2017). Past work has modeled this interference using static reservoir gridblocks as a proxy for hydraulic fractures. In this paper, we show that to accurately interpret the pressure response observed in a fractured monitor well, one needs to explicitly model the fractures and their propagation as a compliant discontinuity in the reservoir. A fully-coupled 3-D geomechanical reservoir model which models fractures explicitly as open and compliant channels has been developed to simulate pressure interference between hydraulic fractures in a multi-well pad. Using this model, we simulate dynamic fracture propagation at the treatment well while monitoring pressure at the monitor well. The pressure response inside the monitor well fracture is calculated accurately by explicitly modeling the monitor well fracture as a compliant discontinuity in the reservoir rock. We study the impact of mechanical stress interference between the fractures. The model is then used to simulate and analyze the treatment pressure response observed in a pair of wells in the Permian Basin. Simulation results indicate that hydraulic fracture propagation towards the monitor well results in changes in stress on the monitor fracture. Closure and opening of the monitor fracture is manifested directly as an increase/decrease in pressure in the monitor well fracture. We show that this pressure change in the monitor well is observed primarily because of the elastic effect of mechanically squeezing the monitor fracture by the dynamically propagating hydraulic fracture (not by direct hydraulic communication). As such it is essential to model the compliance of the fractures as has been done in this study. This monitor well pressure response is systematically analyzed to estimate fracture geometry for field data obtained from a Permian Basin well pad. Our representation of the propagating hydraulic fracture and the monitoring well fracture as compliant discontinuities in the reservoir is for the first time shown to be essential to capture the pressure response observed in the field. Previous models have simplified the problem by representing the fracture as static reservoir grid-blocks, and such models are clearly inadequate. Our model captures the impact of a propagating hydraulic fracture on the pressure response observed in a fractured monitor well much more accurately. Such pressure interference analysis can provide operators with a semi-quantitative estimate of hydraulic fracture geometry, relatively inexpensively.
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