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Simulation of anisotropic wave propagation in Vertical Seismic Profiles

机译:垂直地震剖面中各向异性波传播的模拟

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摘要

The influence of elastic anisotropy on seismic wave propagation is often neglected for the sake of simplicity. However, ignoring anisotropy may lead to significant errors in the processing of seismic data and ultimately in a poor image of the subsurface. This is especially true in wide-aperture Vertical Seismic Profiles where waves travel both vertically and horizontally. Anisotropy has been neglected in wavefront construction methods of seismic ray-tracing until Gibson (2000), who showed they are powerful tools to simulate seismic wave propagation in three-dimensional anisotropic subsurface models. The code is currently under development using a C++ object oriented programming approach because it provides high flexibility in the design of new components and facilitates debugging and maintenance of a complex algorithm. So far, the code was used to simulate propagation in homogeneous or simple heterogeneous anisotropic velocity models mainly designed for testing purposes. In particular, it has never been applied to simulate a field dataset. We propose here an analytical method involving little algebra and that allows the design of realistic heterogeneous anisotropic models using the C++ object oriented programming approach. The new model class can model smooth multi-layered subsurface with gradients or models with many dip variations. It has been used to model first arrival times of a wide-aperture VSP dataset from the Gulf of Mexico to estimate the amount of anisotropy. The proposed velocity model is transversely isotropic. The anisotropy is constant throughout the model and is defined via Thomsen's parameters. Values in the final model are epsilon = 0.055 and delta = -0.115. The model is compatible with the a priori knowledge of the local geology and reduces the RMS average time difference between measured and computed travel times by 51% in comparison to the initial isotropic model. These values are realistic and are similar to other measurements of anisotropy in the Gulf of Mexico.
机译:为了简单起见,常常忽略了弹性各向异性对地震波传播的影响。但是,忽略各向异性可能会导致地震数据处理中的重大错误,并最终导致地下图像质量下降。在大孔径垂直地震剖面中,波在垂直和水平方向都行进时尤其如此。在地震射线追踪的波前构造方法中,各向异性一直被忽略,直到Gibson(2000)为止,他表明它们是在三维各向异性地下模型中模拟地震波传播的强大工具。目前,该代码正在使用面向对象的C ++编程方法进行开发,因为该代码在设计新组件时具有很高的灵活性,并有助于调试和维护复杂的算法。到目前为止,该代码已被用于模拟主要用于测试目的的均质或简单异质各向异性速度模型中的传播。特别是,它从未应用于模拟字段数据集。我们在这里提出一种涉及很少代数的分析方法,该方法允许使用C ++面向对象的编程方法设计现实的异构模型。新的模型类可以使用渐变对平滑的多层地下表面进行建模,也可以对具有许多倾斜变化的模型进行建模。它已被用来模拟来自墨西哥湾的大口径VSP数据集的首次到达时间,以估计各向异性的程度。所提出的速度模型是横向各向同性的。在整个模型中,各向异性是恒定的,并通过Thomsen的参数定义。最终模型中的值是epsilon = 0.055和delta = -0.115。该模型与本地地质的先验知识兼容,并且与初始各向同性模型相比,将实测旅行时间与计算旅行时间之间的RMS平均时间差降低了51%。这些值是现实的,类似于墨西哥湾的其他各向异性测量。

著录项

  • 作者

    Durussel Vincent Bernard;

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  • 年度 2004
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