78th EAGE Conference and Exhibition 2016 2016
DOI: 10.3997/2214-4609.201601664
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A Fast 3-D Free-surface Topography Method for Acoustic Full-waveform Inversion

Abstract: SUMMARYWe propose a finite-difference scheme for the simulation of seismic waves interacting with 3-D freesurface topography. The intended application is velocity model building by acoustic full-waveform inversion (FWI). The scheme follows an immersed boundary approach for wave equations in the firstorder stress-velocity formulation, discretized on a standard staggered grid. Our scheme employs modified 1-D stencils rather than a full 3-D field wavefield extension at the free surface. Although this decreases th… Show more

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Cited by 2 publications
(4 citation statements)
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“…Applying this extension along the coordinate directions introduces an additional numerical error, although the zero-pressure condition at the free surface is always respected. The mechanics of the field extension procedure are described in Huiskes et al (2016). The extension scheme depends on α, the relative distance, in terms of grid cell size h, of the first interior grid point to the free surface.…”
Section: Methodsmentioning
confidence: 99%
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“…Applying this extension along the coordinate directions introduces an additional numerical error, although the zero-pressure condition at the free surface is always respected. The mechanics of the field extension procedure are described in Huiskes et al (2016). The extension scheme depends on α, the relative distance, in terms of grid cell size h, of the first interior grid point to the free surface.…”
Section: Methodsmentioning
confidence: 99%
“…We present a method to handle 3-D free-surface topography for acoustic FWI by directly modelling the effect of the topography with a finite-difference scheme for the first-order wave equation introduced earlier (Huiskes et al, 2016;Mulder and Huiskes, 2017). …”
Section: Introductionmentioning
confidence: 99%
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“…The majority of these applications are carried out under finite-difference (FD) approximation, due to the numerical efficiency of this method and its ease of implementation. Standard formulations of this approach are, however, limited on regular grids, which require significant extra effort in terms of design and computational cost in the presence of surface topography or important geological interfaces (Robertsson 1996;Bohlen & Saenger 2006;Fuji et al 2016;Huiskes et al 2016). Finite-element (FE) methods have become popular for regional and global problems, especially spectral-element methods (SEMs), where complex geometry can be handled with accurate numerical calculation of wavefields (Komatitsch & Tromp 1999).…”
Section: Introductionmentioning
confidence: 99%