2011
DOI: 10.1111/j.1365-246x.2011.05044.x
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Forward and adjoint simulations of seismic wave propagation on fully unstructured hexahedral meshes

Abstract: International audienceWe present forward and adjoint spectral-element simulations of coupled acoustic and (an)elastic seismic wave propagation on fully unstructured hexahedral meshes. Simulations benefit from recent advances in hexahedral meshing, load balancing and software optimization. Meshing may be accomplished using a mesh generation tool kit such as CUBIT, and load balancing is facilitated by graph partitioning based on the SCOTCH library. Coupling between fluid and solid regions is incorporated in a st… Show more

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Cited by 298 publications
(188 citation statements)
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References 129 publications
(193 reference statements)
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“…Moreover, the method uses high-order Lagrange polynomials to interpolate the wavefield, together with Gauss-Lobatto-Legendre (GLL) quadrature, both defined on the same GLL points, thus leading to a perfectly diagonal mass matrix. Therefore, it is possible to adopt an explicit time scheme to integrate the global system, thereby accommodating a very efficient implementation on parallel computers (e.g., Tromp et al, 2008;Komatitsch, 2011;Peter et al, 2011). In addition, the highdegree Lagrange polynomials assure exponential spatial accuracy.…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…Moreover, the method uses high-order Lagrange polynomials to interpolate the wavefield, together with Gauss-Lobatto-Legendre (GLL) quadrature, both defined on the same GLL points, thus leading to a perfectly diagonal mass matrix. Therefore, it is possible to adopt an explicit time scheme to integrate the global system, thereby accommodating a very efficient implementation on parallel computers (e.g., Tromp et al, 2008;Komatitsch, 2011;Peter et al, 2011). In addition, the highdegree Lagrange polynomials assure exponential spatial accuracy.…”
Section: Methodsmentioning
confidence: 99%
“…In the following sections we present source and wavespeed models implemented in the SEM code SPECFEM3D_ Cartesian (Peter et al, 2011) for simulations of the 2009 M w 6.3 L'Aquila earthquake. Comparisons between observed data and SEM synthetics produced for flat versus undulating models emphasize the importance of topography for realistic ground-motion simulations.…”
Section: Introductionmentioning
confidence: 99%
“…Very accurate and perfectly scalable on parallel computers, this method has a long success history in modelling seismic wave propagation (e.g. Padovani et al 1994;Fichtner et al 2009;Peter et al 2011;Cupillard et al 2012). The 3-D earth model used contains all main global discontinuities included in PREM (Dziewonski & Anderson 1981) and the recent 3-D S-velocity mantle model from Ritsema et al (2011).…”
Section: Synthetic Seismogramsmentioning
confidence: 99%
“…The latest tool for assimilating this information into seismic velocity models is fully three-dimensional (3-D) waveform tomography [e.g., Tarantola, 1988;Tromp et al, 2005;Chen et al, 2007aChen et al, , 2007bBen Hadj Ali et al, 2009a, 2009bChen, 2011;Fichtner, 2011;Lekic and Romanowicz, 2011;Liu and Gu, 2012;Colli et al, 2013;Fichtner et al, 2013;French et al, 2013;Prieux et al, 2013;Schiemenz and Igel, 2013]. Full-3-D tomography (F3DT) accounts for the physics of wave excitation and propagation by numerically solving the inhomogeneous equations of motion for a heterogeneous, anelastic solid [Olsen et al, 1995;Komatitsch and Tromp, 1999;Cui et al, 2010;Peter et al, 2011]. The starting model is 3-D, and the Fréchet (sensitivity) kernels are calculated using the full physics of 3-D wave propagation [Zhao et al, 2005[Zhao et al, , 2006Tromp et al, 2005;Liu and Tromp, 2006].…”
Section: Introductionmentioning
confidence: 99%