Viscoelastic wave finite-difference modeling in the presence of topography with adaptive free-surface boundary condition

被引:0
|
作者
Shu-Li Dong
Jing-Bo Chen
Zheng Li
机构
[1] Chinese Academy of Sciences,Key Laboratory of Petroleum Resources Research, Institute of Geology and Geophysics
[2] Chinese Academy of Sciences,Innovation Academy for Earth Science
[3] University of Chinese Academy of Sciences,undefined
来源
Acta Geophysica | 2021年 / 69卷
关键词
Finite difference; Free surface; Viscoelastic wave modeling; Irregular topography;
D O I
暂无
中图分类号
学科分类号
摘要
An accurate free-surface boundary condition is significant for seismic forward modeling and inversion. The finite-difference method (FDM) is widely used for its simplicity and efficiency. However, unlike the finite-element method (FEM) satisfying naturally the stress-free condition at the free surface, FDM needs additional treatment, particularly in the presence of irregular topography. In the elastic wave finite-difference modeling, the adaptive parameter-modified free-surface boundary condition has the advantages of high accuracy and simple operation. The viscoelastic wave equation can describe the nature of seismic waves more realistically. Based on the staggered-grid FDM, we extend the adaptive free-surface boundary condition to the viscoelastic medium with topography. This approach involves a combination of the average medium theory, vacuum approximation and limit idea. It is realized by modifying the viscoelastic constitutive relation. This method is simple enough, because three types of grid elements and in fact only two kinds of expressions are enough in the presence of topography. We only need to deal with the Lamé parameters and the density at the free surface without reconstructing the existing algorithm. Viscoelastic analysis of different quality factor settings shows the viscous effect. Numerical examples display that the results of the presented method agree well with the reference solutions of spectral-element method both in crest- and trough-like model and in simplified Foothill model with irregular topography. The simulation of original Foothill model demonstrates the feasibility of our method.
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页码:2205 / 2217
页数:12
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