Modelling broad-band poroelastic propagation using an asymptotic approach

被引:9
|
作者
Vasco, D. W. [1 ]
机构
[1] Univ Calif Berkeley, Lawrence Berkeley Lab, Berkeley, CA 94720 USA
关键词
Transient deformation; Geomechanics; Hydrology; Permeability and porosity; Theoretical seismology; Wave propagation; FLUID-FLOW; TRANSIENT-RESPONSE; WAVE-PROPAGATION; RAY THEORY; DEFORMATION; DIFFUSION; INVERSION; SUBSIDENCE; STRESS; MEDIA;
D O I
10.1111/j.1365-246X.2009.04263.x
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
P>An asymptotic method, valid in the presence of smoothly varying heterogeneity, is used to derive a semi-analytic solution to the equations for fluid and solid displacements in a poroelastic medium. The solution is defined along trajectories through the porous medium model, in the manner of ray theory. The lowest order expression in the asymptotic expansion provides an eikonal equation for the phase. There are three modes of propagation, two modes of longitudinal displacement and a single mode of transverse displacement. The two longitudinal modes define the Biot fast and slow waves which have very different propagation characteristics. In the limit of low frequency, the Biot slow wave propagates as a diffusive disturbance, in essence a transient pressure pulse. Conversely, at low frequencies the Biot fast wave and the transverse mode are modified elastic waves. At intermediate frequencies the wave characteristics of the longitudinal modes are mixed. A comparison of the asymptotic solution with analytic and numerical solutions shows reasonably good agreement for both homogeneous and heterogeneous earth models.
引用
收藏
页码:299 / 318
页数:20
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