Stability of discrete schemes of Biot's poroelastic equations

被引:13
作者
Alkhimenkov, Y. [1 ,2 ,3 ]
Khakimova, L. [3 ,4 ]
Podladchikov, Y. Y. [1 ,2 ,3 ]
机构
[1] Univ Lausanne, Inst Earth Sci, Lausanne, Switzerland
[2] Univ Lausanne, Swiss Geocomp Ctr, Lausanne, Switzerland
[3] Lomonosov Moscow State Univ, Fac Mech & Math, Moscow 119991, Russia
[4] Skolkovo Inst Sci & Technol, Skoltech Ctr Hydrocarbon Recovery, Moscow, Russia
关键词
Numerical modelling; Seismic attenuation; Theoretical seismology; Wave propagation; RUNGE-KUTTA SCHEMES; WAVE-PROPAGATION; DIFFERENCE SCHEME; NUMERICAL-SIMULATION; VELOCITY-STRESS; ELASTIC WAVES; POROUS-MEDIA;
D O I
10.1093/gji/ggaa584
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
The efficient and accurate numerical modelling of Biot's equations of poroelasticity requires the knowledge of the exact stability conditions for a given set of input parameters. Up to now, a numerical stability analysis of the discretized elastodynamic Biot's equations has been performed only for a few numerical schemes. We perform the von Neumann stability analysis of the discretized Biot's equations. We use an explicit scheme for the wave propagation and different implicit and explicit schemes for Darcy's flux. We derive the exact stability conditions for all the considered schemes. The obtained stability conditions for the discretized Biot's equations were verified numerically in one-, two- and three-dimensions. Additionally, we present von Neumann stability analysis of the discretized linear damped wave equation considering different implicit and explicit schemes. We provide both the Matlab and symbolic Maple routines for the full reproducibility of the presented results. The routines can be used to obtain exact stability conditions for any given set of input material and numerical parameters.
引用
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页码:354 / 377
页数:24
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