Proppant consolidation and hysteresis in hydraulic fractures: Insights from the application of a strain transfer model for interpreting fracture width changes from distributed fiber optic strain sensing

IF 4.6 0 ENERGY & FUELS
Queendarlyn A. Nwabueze, Smith Leggett
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引用次数: 0

Abstract

Monitoring unconventional reservoirs using fiber optics distributed strain sensing (DSS) has become crucial for assessing the efficiency of stimulation operations. DSS improves our understanding of far-field fracture geometries induced by hydraulic fracturing. Intermediate layers between the reservoir and fiber core affect the quality of the strain measurement. This study aims to improve the interpretation of strain-based measurements from hydraulic fracture stimulation by proposing an analytical model. We adopted an existing strain transfer model used in the study of concrete structures to address variations in elastic properties and interfacial slip within multilayer systems. The strain transfer model is integrated with a mechanical model incorporating proppant deformation and fracture width hysteresis during production and pressure build-up. This approach accounts for strain transfer from fractured reservoir rock to optical fibers in a multilayer well completion system. We conducted a sensitivity analysis to investigate the influence of the mechanical behavior of proppant packs on fracture width and DSS measurements. Two different soil samples were considered for this sensitivity. After the first unloading cycle, a permanent fracture width reduction of approximately 20 % is observed. The rate of fracture width reduction decreased with successive cycles. The developed model was validated using Rayleigh frequency shift distributed strain sensing (RFS-DSS) field data from the Hydraulic Fracture Test Site 2 (HFTS2) project in the Permian-Delaware Basin. The modeled strain response captures the hysteresis behavior along the unloading and reloading paths of the proppant pack during the production and pressure buildup stages. We propose that the observed extensional strain rates are not solely due to changes in fracture aperture but also strain transfer between the intermediate layers of the well completion system. The observed semi-log plot behavior of peak strain change from the field data aligns with our model's prediction. This study presents a novel application of a strain transfer model to improve RFS-DSS strain-based measurements in unconventional stimulation operations. The developed strain transfer model significantly enhances the understanding of near-wellbore hydraulic fracture characteristics and the interrelationship between stimulation and production in unconventional reservoirs.
水力裂缝中的支撑剂固结和滞后:应用应变传递模型解释分布式光纤应变传感裂缝宽度变化的见解
利用光纤分布式应变传感技术(DSS)监测非常规油藏已成为评估增产作业效率的关键。DSS提高了我们对水力压裂引起的远场裂缝几何形状的理解。储层与纤芯之间的中间层影响应变测量的质量。本研究旨在通过提出一种分析模型来改进水力压裂压裂中基于应变的测量结果的解释。我们采用了混凝土结构研究中使用的现有应变传递模型来解决多层系统中弹性特性和界面滑移的变化。应变传递模型与生产和压力积累过程中支撑剂变形和裂缝宽度滞后的力学模型相结合。这种方法解释了多层完井系统中从裂缝性储层岩石到光纤的应变传递。我们进行了敏感性分析,以研究支撑剂充填的力学行为对裂缝宽度和DSS测量的影响。考虑了两种不同的土壤样品的灵敏度。在第一次卸载循环后,观察到永久裂缝宽度减少了约20%。裂缝宽度减小的速率随着循环次数的增加而减小。开发的模型使用来自Permian-Delaware盆地2号水力压裂试验场(HFTS2)项目的瑞利频移分布式应变传感(RFS-DSS)现场数据进行了验证。模拟的应变响应捕获了在生产和压力积聚阶段支撑剂充填层卸载和重新加载路径上的滞后行为。我们认为,观察到的拉伸应变率不仅仅是由于裂缝孔径的变化,还与完井系统中间层之间的应变传递有关。从现场数据观察到的峰值应变变化的半对数图行为与我们的模型预测一致。本研究提出了一种应变传递模型的新应用,以改进非常规增产作业中基于RFS-DSS应变的测量。建立的应变传递模型显著提高了对非常规油藏近井水力裂缝特征和增产与生产相互关系的认识。
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