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首页> 外文期刊>International journal of geomechanics >Empirical and Conceptual Challenges in Hydraulic Fracturing with Special Reference to the Inflow
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Empirical and Conceptual Challenges in Hydraulic Fracturing with Special Reference to the Inflow

机译:水力压裂的经验和概念挑战,特别是流入量

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摘要

In this paper, a systematic study was carried out to computationally explore the significance of different mechanisms involved in hydraulic fracturing treatments in practice, with special reference given to the hydrofracture inflow. For this reason, our well-established extended finite-element framework for modeling of hydraulic fracturing treatments in saturated porous media was employed. Accordingly, the u-p formulation was adopted to develop the coupled set of equations governing the hydromechanical response of the fractured porous media. The spatial discretization was carried out by means of the extended finite-element method (X-FEM) in order to incorporate the strong discontinuity in the displacement field due to the fracture body as well as the weak discontinuity in the pressure field due to the leak-off flow. Important mechanisms and parameters studied include proppant settlement, fracture energy, leak-off flow, fluid-lag zone, fracture surface roughness and tortuosity, pressure fluctuations, and flow regimes. By benchmarking the results against the reference solution obtained in the absence of the mechanism under consideration, a beneficial criterion for the significance of each mechanism was deduced.
机译:本文进行了系统的研究,以计算方式探讨了实际中水力压裂处理所涉及的不同机理的重要性,并特别提及了水力压裂的流入。因此,我们使用了完善的扩展有限元框架来对饱和多孔介质中的水力压裂处理进行建模。因此,采用u-p公式来开发控制破裂的多孔介质的流体力学响应的耦合方程组。空间扩展是通过扩展有限元方法(X-FEM)进行的,目的是将由于破裂体引起的位移场中的强不连续性以及由于泄漏引起的压力场中的弱不连续性纳入考虑断流。研究的重要机制和参数包括支撑剂沉降,裂缝能量,泄漏流,流体滞后带,裂缝表面粗糙度和曲折度,压力波动和流动状态。通过将结果与没有考虑机制的情况下获得的参考溶液进行比较,得出了每种机制重要性的有益标准。

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