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Numerical Study of the Anisotropy of Wave Responses from a Fractured Reservoir Using the Grid-Characteristic Method

机译:网格特征方法对裂隙水库波响应各向异性的数值研究

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摘要

This work is aimed at studying the problem of subsurface disturbance propagation in a massive rock containing various inhomogeneities: empty or filled cracks. Numerical solutions to the problems of wave propagation in such substantially' inhomogeneous media have been obtained. The dependence that the parameters of the response Iron' a fractured reservoir have on the problem parameters is studied. The latter parameters are the density of the crack location, the fractured reservoir extent, amount of cracks, the initial disturbance location, crack inclination, and disturbance frequency. The concept of response anisotropy is introduced and the dependence that the anisotropy has on the abovementioned parameters is studied.The grid-characteristic method based on triangular meshes with the boundary conditions at the interface between the rock and crack and at free surfaces is used in an explicit form. The proposed numerical method can be used by studying the processes of interaction between seismic waves and inhoniogeneous inclusions because it allows us to design most correctly the calculation algorithms at the interfaces between the integration domain and the media.
机译:这项工作旨在研究包含各种不均匀性(空洞或实心裂缝)的块状岩石中地下扰动的传播问题。已经获得了在这种基本上非均匀的介质中波传播问题的数值解。研究了裂缝性储层响应铁的参数对问题参数的依赖性。后面的参数是裂缝位置的密度,裂缝的储层范围,裂缝数量,初始扰动位置,裂缝倾斜度和扰动频率。介绍了响应各向异性的概念,研究了各向异性对上述参数的依赖性。在岩石-裂纹界面和自由表面的边界条件下,采用基于三角形网格的网格特征方法。显式形式。所提出的数值方法可以用于研究地震波与非均质夹杂物之间相互作用的过程,因为它使我们能够最正确地设计积分域与介质之间界面处的计算算法。

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