1995
DOI: 10.1190/1.1443769
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Wave propagation in heterogeneous, porous media: A velocity‐stress, finite‐difference method

Abstract: A particle velocity‐stress, finite‐difference method is developed for the simulation of wave propagation in 2-D heterogeneous poroelastic media. Instead of the prevailing second‐order differential equations, we consider a first‐order hyperbolic system that is equivalent to Biot’s equations. The vector of unknowns in this system consists of the solid and fluid particle velocity components, the solid stress components, and the fluid pressure. A MacCormack finite‐difference scheme that is fourth‐order accurate in… Show more

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Cited by 201 publications
(122 citation statements)
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“…An analytical solution for the particle velocity field in a homogeneous, fluid-saturated poroelastic medium subject to a point source in 3-D space or a line source in 2-D space can be obtained in a closed form via potential functions [9]. In a poroelastic medium with an ideal nonviscous fluid, a purely dilatational source will only excite P waves given by scalar potentials where distance; source time function; and ratios between the solid and fluid motion for the fast P-wave and the slow P-wave, and the coefficients; and determined by the regularity conditions; and velocities of the fast P-wave and the slow P-wave, respectively.…”
Section: A Validation Of Numerical Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…An analytical solution for the particle velocity field in a homogeneous, fluid-saturated poroelastic medium subject to a point source in 3-D space or a line source in 2-D space can be obtained in a closed form via potential functions [9]. In a poroelastic medium with an ideal nonviscous fluid, a purely dilatational source will only excite P waves given by scalar potentials where distance; source time function; and ratios between the solid and fluid motion for the fast P-wave and the slow P-wave, and the coefficients; and determined by the regularity conditions; and velocities of the fast P-wave and the slow P-wave, respectively.…”
Section: A Validation Of Numerical Resultsmentioning
confidence: 99%
“…The FDTD method is then used to solve the Biot equations [8]. Similar to the velocity-stress finite-domain (FD) method [9], a velocity-strain, FD method is developed in a staggered grid for heterogeneous poroelastic media. In this method, Biot equations [8] are reformulated into first-order equations to arrive at a leap-frog system in a staggered grid both in time and space domains.…”
Section: Introductionmentioning
confidence: 99%
“…This method was also used to solve the coupling between seismic and electromagnetic waves (Garambois & Dietrich, 2002;Haartsen & Pride, 1997). The poroelastic equations have been solved in 2D and 3D cases, mainly using finite difference schemes (Carcione, 1998;Dai et al, 1995;Masson & Pride, 2010;O'Brien, 2010) in the time-space domain. For discretisation issues, the equations (1) should be decomposed in propagative and diffusive parts, which have to be solved independently (Carcione, 1998).…”
Section: Forward Modelling Solutionmentioning
confidence: 99%
“…On the basis of Biot's theory of poroelasticity, analytical solutions for propagation velocities and reflection coefficients are available for simple [5]. The finite-difference (FD) method for Biot's equations has been formulated in several ways, central difference FD method in displacement [6], velocity-stress predictor-corrector FD method [7]. To simulate the wave propagation in unbounded media, the perfectly matched layer (PML) method is implemented as an absorbing boundary condition (ABC) [8].…”
Section: Introductionmentioning
confidence: 99%