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首页> 外文期刊>International Journal for Numerical and Analytical Methods in Geomechanics >Analysis of a deformable fracture in permeable material
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Analysis of a deformable fracture in permeable material

机译:渗透性材料中可变形裂缝的分析

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The response of deformable fractures to changes in fluid pressure controls phenomena ranging from the flow of fluids near wells to the propagation of hydraulic fractures. We developed an analysis designed to simulate fluid flows in the vicinity of asperity-supported fractures at rest, or fully open fractures that might be propagating. Transitions between at-rest and propagating fractures can also be simulated. This is accomplished by defining contact aperture as the aperture when asperities on a closing fracture first make contact. Locations on a fracture where the aperture is less than the contact aperture are loaded by both fluid pressure and effective stress, whereas locations where the aperture exceeds the contact aperture are loaded only by fluid pressure. Fluid pressure and effective stress on the fracture are determined as functions of time by solving equations of continuity in the fracture and matrix, and by matching the global displacements of the fracture walls to the local deformation of asperities. The resulting analysis is implemented in a numerical code that can simulate well tests or hydraulic fracturing operations. Aperture changes during hydraulic well tests can be measured in the field, and the results predicted using this analysis are similar to field observations. The hydraulic fracturing process can be simulated from the inflation of a pre-existing crack, to the propagation of a fracture, and the closure of the fracture to rest on asperities or proppant. Two-dimensional, multi-phase fluid flow in the matrix is included to provide details that are obscured by simplifications of the leakoff process (Carter-type assumptions) used in many hydraulic fracture models. Execution times are relatively short, so it is practical to implement this code with parameter estimation algorithms to facilitate interpretation of field data.
机译:可变形裂缝对流体压力变化的响应控制了从井附近的流体流动到水力裂缝的传播等现象。我们开发了一种分析工具,用于模拟在静止状态或可能正在传播的完全张开的裂缝附近的粗糙支撑的裂缝附近的流体流动。也可以模拟静息骨折和扩展性骨折之间的过渡。这是通过将接触孔定义为闭合裂缝上的凹凸首先接触时的孔来实现的。缝隙小于接触孔的裂缝位置受流体压力和有效应力加载,而缝隙超过接触孔的位置受流体压力加载。通过求解裂缝和基质的连续性方程,并使裂缝壁的整体位移与凹凸不平局部变形相匹配,可以确定裂缝上的流体压力和有效应力是时间的函数。结果分析以数字代码实施,该数字代码可以模拟试井或水力压裂作业。可以在现场测量水力井测试期间的孔径变化,使用该分析预测的结果与现场观察结果相似。水力压裂过程可以从先前存在的裂缝的膨胀到裂缝的扩展,以及裂缝的封闭以依靠凹凸不平或支撑剂来模拟。包括矩阵中的二维多相流体流,以提供细节,这些细节因简化了许多水力压裂模型中使用的渗漏过程(卡特式假设)而被掩盖。执行时间相对较短,因此使用参数估计算法来实现此代码以促进对现场数据的解释是可行的。

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