Research Article  Open Access
Xinming Zhang, Jiaqi Liu, Ke'an Liu, "A Wavelet Galerkin FiniteElement Method for the Biot Wave Equation in the FluidSaturated Porous Medium", Mathematical Problems in Engineering, vol. 2009, Article ID 142384, 18 pages, 2009. https://doi.org/10.1155/2009/142384
A Wavelet Galerkin FiniteElement Method for the Biot Wave Equation in the FluidSaturated Porous Medium
Abstract
A wavelet Galerkin finiteelement method is proposed by combining the wavelet analysis with traditional finiteelement method to analyze wave propagation phenomena in fluidsaturated porous medium. The scaling functions of Daubechies wavelets are considered as the interpolation basis functions to replace the polynomial functions, and then the wavelet element is constructed. In order to overcome the integral difficulty for lacking of the explicit expression for the Daubechies wavelets, a kind of characteristic function is introduced. The recursive expression of calculating the function values of Daubechies wavelets on the fraction nodes is deduced, and the rapid wavelet transform between the wavelet coefficient space and the wave field displacement space is constructed. The results of numerical simulation demonstrate that the method is effective.
1. Introduction
The fluidsaturated porous medium is modeled as a twophase system consisting of a solid and a fluid phase. It is assumed that the solid phase is homogenous, isotropic, elastic frame and the fluid phase is viscous, compressible, and filled with the pore space of solid frame. Compared with the singlephase medium theory, fluidsaturated porous medium theory can describe the formation underground more precisely and the fluidsaturated porous medium elastic wave equation can bring more lithology information than ever. For these reasons, fluidsaturated porous medium theory can be used widely in geophysics exploration and engineering surveying.
In 1956, a theory was developed for the propagation of stress waves in a porous elastic solid containing compressible viscous fluid by Biot [1, 2]. Biot described the SecondKind P wave in fluidsaturated porous medium firstly. Since then, many researchers paid their attention to the propagation characters of elastic wave in saturated porous medium and obtained many achievements [3, 4]. Complicated equations given in Biot dynamic theory can be solved by analytical methods with some simple boundary conditions. Most dynamic problems in fluidsaturated porous medium are solved using numerical methods, especially using finiteelement method. Ghaboussi and Wilson [5] first proposed a multidimensional finite element numerical scheme to solve the linear coupled governing equations. Prevose [6] proposed an efficient finite element procedure to analyze wave propagation phenomena in fluid saturated porous medium and presented some numerical results which demonstrate the versatility of the proposed procedure. Simon et al. [7, 8] presented an analytical solution for a transient analysis of a onedimensional column of a fluid saturated porous elastic solid and presented a comparison of this exact closedform solution with finiteelement method for several transient problems in porous media. Yazdchi et al. [9, 10] combined the finite element method with the boundary element method and the infinite element method, constructed the finiteinfinite element method and the finiteboundary element method to deal with the twophase model in lateral extensive field and obtained better result. Zhao et al. [11] proposed an explicit finite element method for Biot dynamic formulation in fluidsaturated porous medium. It does not need to assemble a global stiffness matrix and solve a set of linear equations in each time step by using the decouplingtechnique. For the problem of local high gradient, finite element method improves the calculation precision by employing the higherorder polynomial or the denser mesh. However, the increment of polynomial order and mesh knots inevitably needs more computational work. Meanwhile, the condition of numerical dissipation will limit the frequency range that can be obtained. To overcome these disadvantages, wavelet analysis is introduced to the finiteelement method in this paper. As a new method, the development of wavelet analysis is recent fairly in many fields. Its desirable advantages are the multiresolution analysis property and various basis functions for structure analysis. According to different requirement, the corresponding scaling functions and wavelet functions can be adopted to improve the numerical calculation precision. Especially, those wavelets with compactly supported property and orthogonality, such as Daubechies wavelets, can play an important role in many problems [12]. Because of the compactly supported property, if the Daubechies wavelets are considered as the interpolation functions of the finite element method, the coefficient matrices obtained are sparse matrices and their condition number can be proved independent of the dimension [13]. Moreover, a new method could be provided because of the existence of various basis functions, which can increase the resolution without changing mesh.
In this paper, the wavelet Galerkin finite element method is applied to the direct simulation of the wave equation in the fluidsaturated porous medium. The scaling functions of Daubechies wavelets are considered as the interpolation basis functions instead of the polynomial functions and the wavelet element is constructed. Because a kind of characteristic function is introduced, the integral difficulty for lacking of the explicit expression for the Daubechies wavelets is solved. Based on the recursive expression of calculating the function values of Daubechies wavelets on the fraction nodes, the rapid wavelet transform between the wavelet coefficient space and the wave field displacement space is constructed and reduces the computational cost. The results of numerical simulation demonstrate the method is effective.
2. Wavelet Galerkin FiniteElement Method
2.1. Wavelet Galerkin FiniteElement Method
For purpose of constructing the wavelet Galerkin finite element method, we consider a typical boundary value problem:
where is differential operator, is boundary operator, are the unknown functions in the solving domain and is the boundary.
Supposing are the exact solutions of (2.1) and (2.2), then one gets
and if and are continuous, (2.3) is equal to
In fact, because of the derivation of onedimensional wavelet basis element facilitates a straightforward discussion of multidimensional tensor product wavelet basis element and multiresolution analysis property of wavelet function [12], the functions can be assumed to consist of a superposition of scaling functions at level and wavelet functions at the same and higher levels:
where
Upon substituting (2.4) and (2.5) into (2.3), we can obtain an equation system of wavelet coefficients, whose coefficient matrix consists of the following integrals:
In conventional finite element method, these integrals would be calculated by Gauss quadrature formulae. However, it is not feasible for most wavelet functions. In many cases, there is no explicit expression for the function, in this paper, we choose the Daubechies wavelet as the basis function, and they cannot be integrated numerically due to their unusual smoothness characteristics. Moreover, the wavelet function is defined in terms of scaling function, so these integrals can be rewritten in terms of scaling function alone.
Define the connection coefficients [14–16]:
Once these integrals can be calculated, all the integrals in (2.8) can be obtained and eventually construct the stiffness matrix and load matrix of wavelet Galerkin finite element method.
2.2. The Calculation of Wavelet Connection Coefficients
From what has been discussed earlier, the quality matrix, stiffness matrix, and the load matrix are composed of the integral values of Daubechies wavelets. However, it is well known that Daubechies wavelets have no explicit expression. In order to solve this problem, a kind of characteristic function is introduced:
Set then
So the trivial twoscale equation of characteristic function is obtained:
Set
Substituting into (2.13), one obtains
It is not difficult to show that we will require the solution of an eigenvalue problem having the form
where is a partitioned matrix, each submatrix is also a matrix, in which.
Considering the requirement of numerical simulation set
then is changed to, in which .
However, the eigenvalue problem does not uniquely define the solution, it is essential to introduce an additional condition to define the solution uniquely.
It is well known that the Daubechies wavelets satisfy
By multiplying (2.17) by itself, and subsequently multiplying the product by the characteristic function, one obtains
Now, a single integration yields a first normalization condition:
So, the unique solution of the eigenvalue problem is defined.
The same step can be followed to calculate
Substituting and into (2.20), one gets
namely,
The polynomial reproducing property is employed to construct the additional condition:
Explicit form for calculating the coefficients can be found in [17].
By differentiating (2.23) times, one obtains
By differentiating (2.24) times, one gets
However (2.25) can be multiplied by (2.26), and subsequently multiplying the product by the characteristic function
By integrating (2.27), one obtains the additional condition.
Then, the unique solution of the eigenvalue problem is defined.
3. Wavelet Galerkin FiniteElement Solution of 1D Elastic Wave Equation in FluidSaturated Porous Medium
From the Biot theory, the 1D differential equation governing wave propagation in the fluidsaturated porous medium, without fluid viscosity, can be expressed as
where is the solid displacement andis the relative fluid to solid displacement. is the porosity, is the bulk density of solidfluid mixture, and and are the densities of solid and fluid, respectively. Also is time and are the Lame coefficients,, where is the effective stress parameter and is the compressibility of pore fluid. , where are the bulk change modulus of the solid, fluid, and skeleton, respectively. Moreover,, Finally is seismic focus, and , .
Multiplying both sides of the fluidsaturated porous medium wave equation by the Daubechies wavelets basis function, and integrating them at, we can get
By using integration by part
Set
Upon substituting (3.5) into (3.3) and (3.4), one gets
By rearranging, (3.6) and become
If select ,, (3.5) become
Set
Then, (3.7) can be changed into an equation system of coefficient:
where
where denote , denote, denote and denote
Using the secondorder center difference to approximate the two derivatives in (3.10), we can obtain
Arranging (3.12), we have
given the initial conditions:
So, we can obtain the wavelet coefficients at each time level by solving (3.13) and (3.14) with some boundary conditions, and then substitute the wavelet coefficients into (3.8), the wave field displacements can be obtained.
4. Rapid Wavelet Transform
In order to obtain the wave field displacements conveniently and quickly, the fast wavelet transform between the wavelet coefficients space and the wave field displacements space is constructed as follows:
is the wave field displacement vector, is the wavelet coefficient vector, is the wavelet transform matrix.
For the sake of simplicity, take the DB2 wavelet as the example. There are 7 nodes in solution field:
It is important for constructing the fast wavelet transform to solve the function values of the Daubechies wavelets on the fraction nodes. So, the recursive expression of calculating the function values of Daubechies wavelets on the fraction nodes is deduced to save the computational cost.
in which , , , controls the mesh partition.
5. Numerical Simulation
To verify the correctness and accuracy of the wavelet Galerkin finite element method, two examples are given to compare the results obtained by this method with an analytical solution. An onedimensional column of length as sketched in Figure 1 is considered. It is assumed that the side walls and the bottom are rigid, frictionless, and impermeable. At top, the stress and the pressure are prescribed. The boundary conditions are
For this model, if the permeability tends to infinity, that is,, the analytical solutions in time domain are [18]
whereis Young modulus, assuming a Heaviside step function as temporal behavior, that is,, and together with vanishing initial conditions:
Howeverare the characteristic roots of following characteristic equation
Supposing one gets
In the first example, the length of column is chosen as, and three very different materials, a rock (Berea sandstone), a soil (coarse sand), and a sediment (mud) are chosen. The material data are given in Table 1. In Figures 2, 3, 4, we record the pressure, five meters behind the excitation (). The numerical results (plotted with dot) are compared with the analytical solution (5.3), shown as solid lines in Figures 2, 3, 4. In the second example, the length of column is chosen as. We choose a materialsoil, Figures 5, 6 demonstrate the numerical results—the displacements and the pressure. All the figures show that the numerical solutions are perfectly close to the analytical solutions, so the method developed in this paper has a very high degree of calculating accuracy.

6. Conclusion
In this article, the wavelet Galerkin finite element method is constructed by combining the finite element method with wavelet analysis, and is applied to the numerical simulation of the fluidsaturated porous medium elastic wave equation. For the beautiful and deep mathematic properties of Daubechies wavelets, such as the compactly supported property and vanishing moment property, the wavelet Galerkin finite element method has the feature of quick iterative rate and high numerical precision. Moreover, contrasts to  or based FEM, a new refine algorithm can be presented because of the multiresolution property of the wavelet analysis. The algorithm can increase the numerical precision by adopting various wavelet basis functions or various wavelet spaces, without refining the mesh.
Acknowledgment
This work was supported by the China Postdoctoral Science Foundation, under Grant no. 20080430930 and by the Natural Science Foundation of Guangdong Province, China, under Grant no. 07300059.
References
 M. A. Biot, “Theory of propagation of elastic waves in a fluidsaturated porous solid. I. Lowfrequency range,” The Journal of the Acoustical Society of America, vol. 28, pp. 168–178, 1956. View at: Publisher Site  Google Scholar  MathSciNet
 M. A. Biot, “Theory of propagation of elastic waves in a fluidsaturated porous solid. II. Higher frequency range,” The Journal of the Acoustical Society of America, vol. 28, pp. 179–191, 1956. View at: Publisher Site  Google Scholar  MathSciNet
 T. J. Plona, “Observation of a second bulk compressional wave in a porous medium at ultrasonic frequencies,” Applied Physics Letters, vol. 36, no. 4, pp. 259–261, 1980. View at: Publisher Site  Google Scholar
 R. Kumar and B. S. Hundal, “Symmetric wave propagation in a fluidsaturated incompressible porous medium,” Journal of Sound and Vibration, vol. 288, no. 12, pp. 361–373, 2005. View at: Publisher Site  Google Scholar
 J. Ghaboussi and E. L. Wilson, “Variational formulation of dynamics of fluid saturated porous elastic solids,” Journal of the Engineering Mechanics Division, vol. 98, no. EM4, pp. 947–963, 1972. View at: Google Scholar
 J. H. Prevost, “Wave propagation in fluidsaturated porous media: an efficient finite element procedure,” International Journal of Soil Dynamics and Earthquake Engineering, vol. 4, no. 4, pp. 183–202, 1985. View at: Publisher Site  Google Scholar
 B. R. Simon, O. C. Zienkiewicz, and D. K. Paul, “An analytical solution for the transient response of saturated porous elastic solids,” International Journal for Numerical and Analytical Methods in Geomechanics, vol. 8, pp. 381–398, 1984. View at: Publisher Site  Google Scholar  Zentralblatt MATH
 B. R. Simon, J. S. S. Wu, O. C. Zienkiewicz, and D. K. Paul, “Evaluation of uw and u$\pi $ finite element methods for the dynamic response of saturated porous media using onedimensional models,” International Journal for Numerical & Analytical Methods in Geomechanics, vol. 10, no. 5, pp. 461–482, 1986. View at: Google Scholar  Zentralblatt MATH
 M. Yazdchi, N. Khalili, and S. Vallippan, “Nonlinear seismic behavior of concrete gravity dams using coupled finite elementboundary element method,” International Journal for Numerical Methods in Engineering, vol. 44, pp. 101–130, 1999. View at: Publisher Site  Google Scholar
 N. Khalili, M. Yazdchi, and S. Valliappan, “Wave propagation analysis of twophase saturated porous media using coupled finiteinfinite element method,” Soil Dynamics and Earthquake Engineering, vol. 18, no. 8, pp. 533–553, 1999. View at: Publisher Site  Google Scholar
 C. Zhao, W. Li, and J. Wang, “An explicit finite element method for dynamic analysis in fluid saturated porous mediumelastic singlephase mediumideal fluid medium coupled systems and its application,” Journal of Sound and Vibration, vol. 282, no. 3–5, pp. 1155–1168, 2005. View at: Publisher Site  Google Scholar
 I. Daubechies, “Orthonormal bases of compactly supported wavelets,” Communications on Pure and Applied Mathematics, vol. 41, no. 7, pp. 909–996, 1988. View at: Publisher Site  Google Scholar  Zentralblatt MATH  MathSciNet
 S. Jaffard and P. Laurencop, “Orthonormal wavelets, analysis of operators and applications to numerical analysis,” in Wavelets: A Tutorial in Theory and Applications, C. Chui, Ed., pp. 543–601, Academic Press, New York, NY, USA, 1992. View at: Google Scholar  Zentralblatt MATH
 J. Ko, A. J. Kurdila, and M. S. Pilant, “A class of finite element methods based on orthonormal, compactly supported wavelets,” Computational Mechanics, vol. 16, no. 4, pp. 235–244, 1995. View at: Google Scholar  Zentralblatt MATH  MathSciNet
 W. Dahmen and C. A. Micchelli, “Using the refinement equation for evaluating integrals of wavelets,” SIAM Journal on Numerical Analysis, vol. 30, no. 2, pp. 507–537, 1993. View at: Publisher Site  Google Scholar  Zentralblatt MATH  MathSciNet
 A. Latto, H. L. Resnikoff, and E. Tenenbaum, “The evaluation of connection coefficients of compactly supported wavelets,” Tech. Rep. AD910708, Aware Inc., 1991. View at: Google Scholar
 Z. Youhe, W. Jizeng, and Z. Xiaojing, “Applications of wavelet Galerkin FEM to bending of beam and plate structures,” Applied Mathematics and Mechanics, vol. 19, no. 8, pp. 697–706, 1998 (Chinese). View at: Publisher Site  Google Scholar  Zentralblatt MATH
 M. Schanz and A. H.D. Cheng, “Transient wave propagation in a onedimensional poroelastic column,” Acta Mechanica, vol. 145, no. 1–4, pp. 1–18, 2000. View at: Publisher Site  Google Scholar  Zentralblatt MATH
Copyright
Copyright © 2009 Xinming Zhang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.