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Effect of fluid penetration on tensile failure during fracturing of an open-hole wellbore

机译:流体渗透对孔井下压裂期间拉伸失效的影响

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It is widely accepted that a fracture can be induced at a wellbore surface when the fluid pressure overcomes the rock tensile strength. However, few models of this phenomenon account for the fluid penetration effect. A rock is a typical permeable, porous medium, and the transmission of pressure from a wellbore to the surrounding rock temporally and spatially perturbs the effective stresses. In addition, these induced stresses influence the fracture initiation pressure. To gain a better understanding of the penetration effect on the initiation pressure of a permeable formation, a comprehensive formula is presented to study the effects of the in situ stresses, rock mechanical properties, injection rate, rock permeability, fluid viscosity, fluid compressibility and wellbore size on the magnitude of the initiation pressure during fracturing of an open-hole wellbore. In this context, the penetration effect is treated as a consequence of the interaction among these parameters by using Darcy's law of radial flow. A fully coupled analytical procedure is developed to show how the fracturing fluid infiltrates the rock around the wellbore and considerably reduces the magnitude of the initiation pressure. Moreover, the calculation results are validated by hydraulic fracturing experiments in hydrostone. An exhaustive sensitivity study is performed, indicating that the local fluid pressure induced from a seepage effect strongly influences the fracture evolution. For permeable reservoirs, a low injection rate and a low viscosity of the injected fluid have a significant impact on the fracture initiation pressure. In this case, the Hubbert and Haimson equations to predict the fracture initiation pressure are not valid. The open-hole fracture initiation pressure increases with the fracturing fluid viscosity and fluid compressibility, while it decreases as the rock permeability, injection rate and wellbore size increase.
机译:众所周度地接受,当流体压力克服岩石拉伸强度时,可以在井筒表面诱导裂缝。然而,很少有这种现象的模型占流体渗透效应。岩石是典型的可渗透的,多孔介质,以及在时间上释放到周围岩石的井筒到周围岩石的压力传递,并且在空间上渗透有效应力。此外,这些诱导的应力影响骨折起始压力。为了更好地理解渗透性形成的引发压力的渗透作用,提出了一种综合公式,以研究原位应力,岩石力学性能,注射速率,岩石渗透性,流体粘度,流体压缩性和井筒的影响。孔隙井井骨折期间起始压力幅度的尺寸。在这种情况下,通过使用Darcy的径向流动的定律,作为这些参数之间的相互作用来治疗穿透效应。开发了一种完全耦合的分析程序,以展示压裂液如何渗透井筒周围的岩石,并且显着降低了起始压力的幅度。此外,计算结果是通过氢化氢气的水力压裂实验验证。进行详尽的灵敏度研究,表明从渗流效果诱导的局部流体压力强烈影响骨折进化。对于渗透储存器,注射液的低注射率和低粘度对骨折起始压力产生显着影响。在这种情况下,亨伯特和海上公方程预测骨折起始压力无效。开孔骨折起始压力随压裂流体粘度和流体压缩性而增加,同时随着岩石渗透率,注射率和井筒尺寸的增加而降低。

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