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A multiscale Implicit Level Set Algorithm (ILSA) to model hydraulic fracture propagation incorporating combined viscous, toughness, and leak-off asymptotics

机译:一种多尺度隐式水平集算法(ILSA),用于建模水力压裂扩展,结合了粘性,韧性和泄漏渐近性

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This study uses an Implicit Level Set Algorithm (ILSA) to model the propagation of planar hydraulic fractures in situations when their progress is determined by an interplay of fluid viscosity, rock fracture toughness, and fluid leak-off into the formation. One of the key features of our approach is the use of the three-process tip asymptotic solution both as a propagation condition and to capture the multiscale behavior in a weak sense. Using this special tip asymptote is necessary because the validity region of the classical square root fracture opening solution (stemming from linear elastic fracture mechanics) is often limited to a small zone near the fracture tip, which can only be captured by a very fine mesh. In addition, this validity zone depends on the velocity of fracture propagation, so that slow and fast portions of the fracture front may experience different near-tip behavior. The multiscale tip asymptotic solution, on the other hand, has an increased validity region, which makes it possible to capture the near-tip multiscale behavior on a coarse mesh and yields a computationally efficient algorithm. The presence of leak-off also complicates the model considerably as it involves a delay term containing the trigger time history, which depends on the earlier fracture front positions. Moreover, the leak-off from tip elements in which the fracture front speed changes significantly requires special treatment. This three-process asymptotic solution is used to solve the fully coupled integro-delay-PDE model for a propagating planar hydraulic fracture by using a level set algorithm in conjunction with the tip asymptotic solution to locate the moving fracture front and to capture multiscale behavior. Firstly, the developed algorithm is validated against a reference solution for an axisymmetric hydraulic fracture. Secondly, a set of numerical examples involving three stress layers is presented to illustrate the variation of the multiscale near-tip behavior along the fracture perimeter and the need to use the multiscale asymptotic solution in a hydraulic fracturing simulator. (C) 2016 Elsevier B.V. All rights reserved.
机译:这项研究使用隐含水平集算法(ILSA)来模拟在液压流体的黏度,岩石断裂韧性和流体渗漏到地层之间相互作用的情况下,平面水力裂缝的扩展情况。我们方法的关键特征之一是使用三过程尖端渐近解既作为传播条件,又以弱意义捕获多尺度行为。使用这种特殊的渐近线渐近线是必要的,因为经典的平方根断口解(从线性弹性断裂力学中提取)的有效区域通常被限制在断口附近的一小区域,只能由非常细的网格捕获。此外,该有效区取决于裂缝传播的速度,因此裂缝前沿的缓慢和快速部分可能会经历不同的近端行为。另一方面,多尺度尖端渐近解具有增加的有效性区域,这使得有可能捕获粗糙网格上的近尖端多尺度行为,并产生计算效率高的算法。泄漏的存在还使模型变得相当复杂,因为它涉及一个包含触发时间历史的延迟项,该延迟项取决于较早的裂缝前沿位置。此外,从其中断裂前沿速度显着变化的尖端元件泄漏出来,需要进行特殊处理。该三过程渐近解用于通过使用水平集算法结合尖端渐近解来定位运动中的裂缝前沿并捕获多尺度行为,从而求解传播平面水力裂缝的完全耦合积分-延迟-PDE模型。首先,针对轴对称水力压裂的参考解决方案对开发的算法进行了验证。其次,给出了一组包含三个应力层的数值示例,以说明沿着裂缝周长的多尺度近端行为的变化以及在水力压裂模拟器中使用多尺度渐近解的必要性。 (C)2016 Elsevier B.V.保留所有权利。

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