Chinese Journal of Geophysics  2010, Vol. 53 Issue (3): 506-511   PDF    
Analytical regularization of the high-frequency instability problem in numerical simulation of seismoelectric wave-fields in multi-layered porous media
REN Heng-Xin, HUANG Qing-Hua, Chen Xiao-Fei     
1. Department of Geophysics, School of Earth and Space Sciences, Peking University, Beijing 100871, China;
2. School of Earth and Space Sciences, University of Science and Technology of China, Hefei 230026, China
Received: 2009-04-13; Revised: 2009-11-05; Accepted: 2009-11-06
Corresponding author: Huang Qinghua, E-mail: huangq@pku.edu.cn
Abstract: A new method of numerical simulation of seismoelectric wave-fields in multi-layered porous media has been developed by extending Chen′s technique of computing synthetic seismograms to coupled seismic and electromagnetic waves. However, the existence of an exponential growth factor leads to numerical instability for high-frequencies. A natural regularization approach eliminating the high-frequency instability is to create a fictitious thin flat layer including the source point in the numerical calculation, which requires an adequate thickness of the fictitious source layer as well as some extra computation cost. In this article, an analytical regularization approach is developed to deal with the high-frequency instability problem in numerical simulations of seismoelectric wave-fields in multi-layered porous media. The results show that the analytical regularization approach is much more effective in solving the above high-frequency instability problem than the natural regularization approach..
Key words: Seismoelectric      Numerical simulation      High-frequency instability      Porous media     
DOI: 10.3969/j.issn.0001-5733.2010.03.004
层状孔隙介质震电波场数值模拟高频不稳定性问题的解析处理方法
任恒鑫 , 黄清华 , 陈晓非     
1. 北京大学地球与空间科学学院地球物理系, 北京 100871;
2. 中国科学技术大学地球与空间科学学院, 合肥 230026
摘要: 自从发现震电现象以来,众多学者进行了相关研究.其中,Pride提出了一套描述流体饱和孔隙介质中震电波场的耦合与传播的宏观控制方程组,该方程组后来被广泛地应用到相关的震电研究中.Chen发展了一套广义反透射系数方法并将其应用到层状介质合成地震图的研究当中,该方法数值计算效率高并且可以处理带弯曲界面层状介质这种复杂模型.基于Pride的震电波场控制方程组,我们将Chen的广义反透射系数方法推广应用到层状孔隙介质中震电波场的数值模拟研究中,但是在数值计算过程中发现,当含源层的厚度相对于地震波波长较大时(即高频情况),会出现数值计算的不稳定,此即为高频不稳定性问题.针对高频不稳定性问题,一种自然的处理方法就是在原来的含源层中插入两个虚拟界面,构造出一个新的含源薄层,但是这会带来一些额外的计算量,此外,由于虚拟含源薄层的厚度是有限的,必须针对具体模型参数设定一个合适的厚度值.高频不稳定性问题同样存在于层状介质合成地震图的数值计算过程中,Chen提出了一种解析的处理方法,即在原含源层内引入一无限薄的虚拟含源薄层,通过解析的方法解决高频不稳定性问题,该方法不会降低计算效率且适用于任意参数模型.本文首先对层状孔隙介质中的震电波场数值计算公式进行分析,指出源项积分中的指数增长因子是导致高频不稳定性问题的根本原因; 其次将Chen在合成地震图数值模拟研究中采用的解析处理方法推广到震电波场研究中,得到了适用于数值计算的公式; 然后给出数值算例,并针对一个含源层过厚的模型,比较了自然处理方法和解析处理方法,两种方法得到的结果具有相当好的一致性,而解析处理方法计算效率更高,证实了本文给出的解析处理方法在解决层状孔隙介质震电波场数值模拟的高频不稳定性问题方面的有效性.
关键词: 震电      数值计算      高频不稳定性      多孔介质     
1 Introduction

Since the discovery of seismoelectric pheno-menon[1, 2], many researchers have been focused on the theoretical and experimental study of seismo-electric phenomenon[3~15]. It should be stressed that Pride[9] derived a set of macroscopic dynamic governing equations describing the propagation of coupled seismic and electromagnetic wave-tields in porous media, which has been widely adopted in the study of seismoelectric effect from then on.

Chen[16~18] developed a method to calculate synthetic seismograms for layered media, decom-posing every vector using a set of orthogonal and complete basis vectors in a cylindrical coordinate system before applying the generalized reflection and transmission coefficients method. Ge and Chen[19] developed a new efficient approach for simulating wave propagation in multi-layered media with irregular interfaces, introducing a more straightforward evaluation of the generalized reflection and transmission coefficients.

Based on the model described by the macro-scopic dynamic governing equations of Pride[9], the above method of calculating theoretical seismo-grams[16~18] is extended to the numerical simulation of seismoelectric wave-fields in porous media[20]. In this new numerical emulation method, a set of scalar and vector wave-function basis is applied to decompose the concerned scalar and vector fields in the governing equations. Then two sets of governing equations corresponding to PSVTM (PSV waves generate electrical currents in the PSV particle motion plane coupling to the electro-magnetic (EM)-wavefield components with tran-sverse magnetic (TM) polarization) and SHTE (SH waves generate electrical currents in the SH particle motion plane that couple to the EM-wavefield components with transverse electric (TE) polarization) models respectively are obtained. Finally the equations are solved by the generalized reflection and transmission coefficients method, during which the straightforward evaluation of the generalized reflection and transmission coefficients developed by Ge and Chen[19] is applied.

Compared with the previously introduced method on the numerical simulation of coupled seismic and EM waves in layered porous media[11, 13], the new technique by Ren et al. [20] is quite transparent for a theoretical understanding and easy on programming. Furthermore, this method provides a straightforward evaluation of the generalized reflection and transmission coefficients as well as the evaluation of the vertical component of EM waves.

However, in the evaluation of the integral of the source terms, an exponential growth factor in the integrand of integral may lead to numerical instability. The numerical calculation is stable when the source layer is thin compared with the seismic wavelength (in other words, low-frequency). However, if the source layer is thick (or at high-frequency), the numerical instability problem will emerge and prevent us from obtaining the correct results. A natural regularization approach is to introduce a fictitious thin flat source layer which includes the source point in numerical calculations. In such a numerical regularization procedure the thickness of the fictitious thin source layer is finite, which cannot always be adequate for all cases, because an appropriate thickness of fictitious layer depends on the particular situation of each case. Moreover, the introduction of fictitious source layer would result in a certain amount of extra computation. This high-frequency instability problem also exists in the calculation of theoretical seismograms. Chen[17] introduced an analytical regularization approach which works well for any case without sacrificing any computational efficiency. In this article, we extend the analytical regularization approach of Chen[17] to deal with the high-frequency instability problem in the numerical simulation of seismoelectric wave-fields in layered porous media. It turns out this analytical regularization approach completely solves the high-frequency instability problem. A numerical example is used to investigate the high-frequency instability problem.

2 High-Frequency Instability

The multi-layered model is assumed to have N homogeneous layers over a half-space. The j-th layer is bounded by horizontal flat interfaces, z=z(j-1) and z=z(j).The source placed in the s-th layer is at depth of z=zs.

Decomposing the concerned seismoelectric fields with the scalar and vector wave-function basis, we obtain the fundamental equation given as[20]

where j=1, 2, ···, N+1, δj, s is Kronecker delta function, y and F are the displacement-stress-EM matrix and source matrix respectively, and A is the coefficient matrix including the media properties and the electrokinetic coupling coefficient.

The general solution of equation (1) is written as

(2)

where

(3)

Θ(j) and Λ(j) (z) are the matrices related to the eigen-vectors and eigen-values of A(j). The diagonal matrix Λ(j) (z) contains exponential decay terms only. The wave-amplitude ad(j) and au(j) are unknown vectors corresponding to down-going and up-going waves respectively. bd(z) and bu(z) relate to the source as follows

(4)

(5)

Through the generalized reflection and transmission coefficients and , the unknown wave amplitude vector ad(j) and au(j) is determined as

(6)

and

(7)

(8)

where sd and su are source terms corresponding to down-going and up-going waves respectively, and they are written as

(9)

(10)

To obtain the explicit value of wave-amplitude vector, we have to determine the source term according to equations (9) and (10). Since matrices Λd(s) (ξ) and Λu(s) (ξ) contain exponential decay terms only, matrices [Λd(s) (ξ)]-1 and [Λu(s) (ξ)]-1 contain exponential growth terms only, which will lead to numerical instability for high-frequency or thick source layer.

3 Analytical Regularization Approach

An efficient way to solve the high-frequency instability problem is the analytical regularization approach which creates an infinite thin fictitious source layer within the original source layer (Fig. 1).

Fig. 1 Illustration of infinitely thin fictitious source layer inside the original source layer

The fictitious upper and lower interfaces are denoted by s- and, s+ respectively. The correspon-ding generalized reflection and transmission coefficients at the two fictitious interfaces are given as

(11)

(12)

In obtaining the equations (11) and (12), we have used the fact that the thickness of the fictitious layer Δh→0 and

Matrix A(j) stands for the properties in j-th layer, thus we have A(s-)=A(s+)=A(s), which yields Θ(s-)=Θ(s+)=Θ(s), and γi(s-)=γi(s+)=γi(s).(13) According to the definition of Λ(j)(z), we have

(14)

where

(15)

(16)

Substitution of equations (13)~(14) into (11) and (12) yields

(17)

(18)

which means

(19)

(20)

Under the "new" structure, the source terms sd and su become

(21)

(22)

where

(23)

(24)

Since the thickness of fictitious source layer is infinitely small, the new source terms defined by equations (21) and (22) will not contain any exponential growth factors, thus the solution in frequency-wavenumber domain will be regular for any wavenumber.

According to the new generalized reflection and transmission coefticients and the new source terms, the general solutions can be rewritten as

(25)

(26)

(27)

The high-frequency instability problem is now resolved. The regularization solution given by equations (25)~(27) works well for any case.

4 Numerical Example of High-Frequency Instability

In the calculation of seismoelectric wave-fields in layered porous media, the numerical simulation is stable at low-frequencies. However, the high-frequency instability problem emerges at high-frequencies or when the source layer is thick. For each frequency, there is a critical thickness of the source layer, which separates stability from instability in numerical simulations. Now we use a three-layer-model to investigate the critical thick-ness at different frequencies.

The model is a sand layer sandwiched between two identical half-spaces (see Fig. 2). The media properties used in the numerical simulation are given in Table 1. An explosion source is positioned in the middle of the source layer whose thickness is alterable. One receiver is positioned in the top half-space 200 m above the source with horizontal offset x=10 m. The Ricker wavelet as applied as source time function. Several different center frequencies are chosen from 200 to 1000 Hz. The variation of the critical thickness of the source layer is shown in Fig. 3. The results indicated that the critical thickness decreases as the center frequency increases.

Fig. 2 Three-layer-model used to investigate the critical source layer thickness (hc) at different center frequency (fc). The thickness of the sand layer (h) is alterable
Fig. 3 Variation of the critical source layer thickness (hc) at different center frequencies (fc)
Table 1 Media properties of the three-layer model in the numerical sample

We now consider the three-layer-model with source layer thickness of 200 m and center frequency of 200 Hz. This is a thick source layer configuration. The exponential growth factor w il resuit in instability in numerical calculation. The natural regularization approach (NRA), which is introducing a fictitious thin flat source layer with finite small thickness, and the analytical regularization approach (ARA) described in this paper are respectively applied to eliminate the high-frequency instability. While using the NRA, we choose several different thickness of the fictitious source layer. It turns out we can not obtain the numerical results until the thickness is less than the critical source layer thickness (which is approximate 69 m for this configuration). The comparisons of nonzero waves in numerical results given by both approaches are displayed in Fig. 4. The amplitudes of direct P waves and accompanying electric waves are multiplied by a small factor of 0.03 to make other waves more visible. There is no significant difference between these two results. However, the computation time of ARA is less than the computation time of NRA by approximately 30%.

Fig. 4 Comparisons of numerical results between the natural regularization approach (NRA) and the analytical regularization approach (ARA)
5 Conclusion

We discuss the high-frequency instability problem in the numerical smulation of seismoelectric wave-fields in multi-layered porous media and analyze the cause of this problem. A natural regularization approach is to introduce a fictitious thin flat source layer with a finite small thickness. In such a numerical regularization procedure, we have to find out an appropriate thickness for each case. Moreover, the introduction of a fictitious source layer would result in a certain amount of extra computation. We present an analytical regularization approach, which is creating an infinitely thin source layer within the original source layer, to eliminate the exponential growth factors in the integrand of integral of source terms. This regularization procedure does not sacrifice any computational efficiency. The results showed that the analytical regularization solution works well for any case. The technique presented in this paper may have potential applications in oll exploration[8] and earthquake-related electromagnetic studies[21~27].

Acknowledgments

We thank R.Robinson for reading the manuscript. This research was supported by the National R & D Special Fund for Public Welfare Industry of Earthquakes (200808069) and the National Natural Science Foundation of China (40974038, 40774028, 40821062).

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