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Numerical electroseismic modeling: A finite element approach
Authors:Juan E. Santos  Fabio I. Zyserman
Affiliation:a CONICET, Instituto del Gas y del Petróleo, Fac. Ingeniería, Universidad de Buenos Aires, Av. Las Heras 2214 Piso 3, C1127AAR Ciudad Autónoma de Buenos Aires, Argentina
b CONICET, Departamento de Geofsica Aplicada, Fac. de Cs. Astronómicas y Geofísicas, Universidad Nacional de La Plata, Paseo del Bosque s/n, B1900FWA La Plata, Argentina
c Department of Mathematics, Purdue University, 150 N. University Street, West Lafayette, IN 47907-2067, USA
d Universidad Nacional de La Plata, Av. 7 Nro. 776, La Plata, Argentina
e Departamento de Geofísica Aplicada, Fac. de Cs. Astronómicas y Geofísicas, Universidad Nacional de La Plata, Paseo del Bosque s/n, B1900FWA La Plata, Argentina
Abstract:Electroseismics is a procedure that uses the conversion of electromagnetic to seismic waves in a fluid-saturated porous rock due to the electrokinetic phenomenon. This work presents a collection of continuous and discrete time finite element procedures for electroseismic modeling in poroelastic fluid-saturated media. The model involves the simultaneous solution of Biot’s equations of motion and Maxwell’s equations in a bounded domain, coupled via an electrokinetic coefficient, with appropriate initial conditions and employing absorbing boundary conditions at the artificial boundaries. The 3D case is formulated and analyzed in detail including results on the existence and uniqueness of the solution of the initial boundary value problem. Apriori error estimates for a continuous-time finite element procedure based on parallelepiped elements are derived, with Maxwell’s equations discretized in space using the lowest order mixed finite element spaces of Nédélec, while for Biot’s equations a nonconforming element for each component of the solid displacement vector and the vector part of the Raviart-Thomas-Nédélec of zero order for the fluid displacement vector are employed. A fully implicit discrete-time finite element method is also defined and its stability is demonstrated. The results are also extended to the case of tetrahedral elements. The 2D cases of compressional and vertically polarized shear waves coupled with the transverse magnetic polarization (PSVTM-mode) and horizontally polarized shear waves coupled with the transverse electric polarization (SHTE-mode) are also formulated and the corresponding finite element spaces are defined. The 1D SHTE initial boundary value problem is also formulated and approximately solved using a discrete-time finite element procedure, which was implemented to obtain the numerical examples presented.
Keywords:Electroseismic modeling   Poroelasticity   Electromagnetics   Finite element methods
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