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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:人们普遍认为,当流体压力超过岩石抗拉强度时,会在井筒表面诱发裂缝。然而,很少有这种现象的模型能解释流体渗透效应。岩石是一种典型的渗透性多孔介质,从井筒到围岩的压力传递在时间和空间上会扰动有效应力。此外,这些诱导应力会影响破裂起始压力。为了更好地理解渗透率对渗透性地层起始压力的影响,提出了一个综合公式,以研究地应力、岩石力学性质、注入速率、岩石渗透率、流体粘度、渗透率和渗透率对渗透性地层起始压力的影响,在裸眼井筒压裂期间,流体压缩性和井筒尺寸对起始压力大小的影响。在这种情况下,通过使用达西径向流动定律,将穿透效应视为这些参数之间相互作用的结果。开发了一个完全耦合的分析程序,以显示压裂液如何渗入井筒周围的岩石,并显著降低启动压力的大小。此外,计算结果还通过水力压裂实验得到了验证。进行了详尽的敏感性研究,表明渗流效应引起的局部流体压力强烈影响裂缝演化。对于渗透性储层,注入流体的低注入速率和低粘度对裂缝起始压力有显著影响。在这种情况下,用于预测裂缝起始压力的Hubbert和Haimson方程是无效的。裸眼裂缝起始压力随压裂液粘度和流体压缩性的增大而增大,随岩石渗透率、注入速度和井筒尺寸的增大而减小。

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