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Computing the Sensitivity Kernels for 2.5-D Seismic Waveform Inversion in Heterogeneous, Anisotropic Media

机译:计算非均质各向异性介质中2.5维地震波形反演的敏感性核

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2.5-D modeling and inversion techniques are much closer to reality than the simple and traditional 2-D seismic wave modeling and inversion. The sensitivity kernels required in full waveform seismic tomographic inversion are the Fréchet derivatives of the displacement vector with respect to the independent anisotropic model parameters of the subsurface. They give the sensitivity of the seismograms to changes in the model parameters. This paper applies two methods, called ‘the perturbation method’ and ‘the matrix method’, to derive the sensitivity kernels for 2.5-D seismic waveform inversion. We show that the two methods yield the same explicit expressions for the Fréchet derivatives using a constant-block model parameterization, and are available for both the line-source (2-D) and the point-source (2.5-D) cases. The method involves two Green’s function vectors and their gradients, as well as the derivatives of the elastic modulus tensor with respect to the independent model parameters. The two Green’s function vectors are the responses of the displacement vector to the two directed unit vectors located at the source and geophone positions, respectively; they can be generally obtained by numerical methods. The gradients of the Green’s function vectors may be approximated in the same manner as the differential computations in the forward modeling. The derivatives of the elastic modulus tensor with respect to the independent model parameters can be obtained analytically, dependent on the class of medium anisotropy. Explicit expressions are given for two special cases—isotropic and tilted transversely isotropic (TTI) media. Numerical examples are given for the latter case, which involves five independent elastic moduli (or Thomsen parameters) plus one angle defining the symmetry axis.
机译:2.5D建模和反演技术比简单的传统2D地震波建模和反演更接近现实。全波地震层析成像反演所需的灵敏度核心是位移向量相对于地下独立各向异性模型参数的Fréchet导数。它们提供了地震图对模型参数变化的敏感性。本文应用了两种方法,分别称为“摄动法”和“矩阵法”,以得出2.5D地震波形反演的灵敏度核。我们显示,使用恒定块模型参数化,这两种方法对Fréchet导数产生相同的显式表达式,并且可用于线源(2-D)和点源(2.5-D)情况。该方法涉及两个格林函数向量及其梯度,以及相对于独立模型参数的弹性模量张量的导数。两个格林函数向量是位移向量对分别位于震源和地震检波器位置的两个有向单位向量的响应;它们通常可以通过数值方法获得。格林函数向量的梯度可以用与前向建模中的差分计算相同的方式近似。取决于介质各向异性的类别,可以通过分析获得相对于独立模型参数的弹性模量张量的导数。给出了两种特殊情况的显式表达式:各向同性和倾斜的横向各向同性(TTI)介质。对于后一种情况给出了数值示例,其中涉及五个独立的弹性模量(或Thomsen参数)以及一个定义对称轴的角度。

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