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Experimental Study of Hydraulic Fracture Initiation in Colton Sandstone

机译:科尔顿砂岩水力压裂启动实验研究

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We performed laboratory scale experiments for the study ofrnhorizontal fluid driven fracture initiation from an open-holernsection. In order to clarify the role of material microstructurernand fluid infiltration, we used viscous Newtonian fluids torninitiate penny shaped fractures from radial notches in blocksrnof natural sandstone. We varied the fluid viscosity andrninjection rate over ranges allowing for significant fluid lossesrntoward the dry porous rock. For low efficiency fluids, thernfracture propagation was characterized by non-monotonicrnpressure variations. We propose a formulation of the problemrnof hydraulic fracture initiation in an elastic homogeneousrnpermeable material. Our model accounts for fluid lossesrntoward the rock and a cohesive zone at the fracture tip. Wernperformed dimensional analysis in order to lump the physicalrnparameters into meaningful dimensionless groups. Scalerneffects concerning the fluid efficiency, decompression effectsrnand material failure could be predicted from dimensionalrnanalysis and corroborated with experimental observations. Wernalso propose a numerical solution for this model. Thernnumerical results compare well with experimental results. Thisrnwork provides a proper scaling for hydraulic fracturerninitiation. This scaling is necessary for comparing laboratoryrnscale results to field observations.
机译:我们进行了实验室规模的实验,以研究开放性腰椎横断面引起的骨折。为了阐明材料的微观结构和流体渗透的作用,我们使用粘性牛顿流体从天然岩石砂岩中的放射状缺口中裂出了便士形裂缝。我们在一定范围内改变了流体的粘度和注入速率,从而使大量的流体流失到干燥的多孔岩石上。对于低效率流体,裂缝扩展的特征是非单调压力变化。我们提出了一种在弹性均质可渗透材料中水力压裂问题的解决方案。我们的模型考虑了流向岩石和裂缝尖端的粘性带的流体损失。为了将物理参数集中到有意义的无量纲组中,进行了Wern性能维分析。可以从尺寸分析中预测与流体效率,减压效果和材料破坏有关的尺度效应,并与实验观察结果相吻合。 Wern还为该模型提出了数值解。数值结果与实验结果比较好。这项工作为水力压裂开裂提供了合适的比例。这种缩放对于将实验室规模的结果与现场观察进行比较是必要的。

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