近地表弹性波场各向异性影响的数值研究

Rina Yoneki, H. Mikada, J. Takekawa
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引用次数: 1

摘要

我们认为,各向异性速度分析对于理解水力裂缝和井眼周围应力的行为非常重要,它将是理解地表附近沉积物固结状态的关键。地震波在横向各向同性和正交介质中的传播研究很多。在大多数这些研究中,各向异性的大小被认为是弱的。此外,对强各向异性介质中地震波场的研究较少。因此,将他们的理论直接应用于强各向异性地下介质可能并不合适。在地震勘探中,了解各向异性对强各向异性介质中地震波传播特性的影响是十分必要的。本文利用三维数值模型研究了强各向异性对接收地震波形的影响,验证了探测地下各向异性的能力。我们的数值模型在各向同性背景地下包含各向同性和各向异性(横向各向同性)层。由于两种模型之间的差异只是垂直传播速度的各向异性,因此我们可以观察到各向异性对残余波场的影响,即两种模型观测波场的差异。残差波形可以用来估计各向异性的阶数和地下各向异性层的厚度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical study for anisotropic influences on elastic wavefields near surface
We think anisotropic velocity analysis, which is known important for understanding the behavior of hydraulically generated fractures and due to stress surrounded a borehole, would be key to understand the state consolidation of sediments near the surface. There are many studies on seismic wave propagation in transversely isotropic and orthorhombic media. In the most of those studies, the magnitude of anisotropy is assumed to be weak. In addition, there are few studies on seismic wavefields in quite strongly anisotropic media. Therefore, it may not be appropriate to apply their theories directly to strongly anisotropic subsurface media. It is necessary to understand the effects of the anisotropy on the behavior of seismic wave propagation in strongly anisotropic media in the seismic exploration. In this study, we investigate the influence of strong anisotropy on received seismic waveforms using three-dimensional numerical models, and verified capability of detecting subsurface anisotropy. Our numerical models contain an isotropic and an anisotropic (transversely isotropic) layer in an isotropic background subsurface. Since the difference between the two models is only the anisotropy in the vertical propagation velocity, we could observe the influence of anisotropy in the residual wavefield that is the difference in the observed wavefields of two models. The residual waveforms could be exploited to estimate both the order of anisotropy and the thickness of anisotropic layer in subsurface.
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