RESEARCH PROGRAMME ON SEISMIC WAVES IN COMPLEX 3-D STRUCTURES

The research is focused primarily on the fundamental issues of high-frequency seismic wave propagation in complex 3-D isotropic and anisotropic structures, which go beyond the traditional approaches. The ray method and its recent extensions as well as its combination with other methods are mainly applied and investigated. The emphasis is put on new, stable, more efficient and flexible algorithms for the forward numerical modelling of seismic wave fields in 3-D inhomogeneous, isotropic and anisotropic structures. Considerable attention is also devoted to applications involving shear waves, converted waves, shear wave splitting and coupling in anisotropic media, particle ground motions, etc.

The research programme started on October 1, 1993. The fifth year of the programme started on October 1, 1997.


RESEARCH PROGRAMME FOR THE FIFTH YEAR

October 1, 1997 - September 30, 1998

1. Revisions of packages MODEL, CRT and NET

All future revisions of program packages MODEL, CRT, and NET, delivered to the sponsors in the first year of the project, will be delivered to the sponsors in the next years of the project.

Packages MODEL and CRT:

Model: General 3-D layered and block isotropic structure, containing isolated bodies, pinchouts, etc. Inside the layers and blocks, the velocity and density varies laterally in all the three dimensions. Dissipation and non-planar topography may be considered.
Type of waves: Arbitrary type of elementary seismic body wave corresponding to the zero-order ray theory (P, S, converted). Arbitrary position of the source.
Computations: Arbitrary position and shape of the source, two-point ray tracing by the shooting method, initial-value ray tracing by numerical integration of ray equations, travel time computation, dynamic ray tracing, paraxial-ray propagator matrix, geometrical spreading, vectorial amplitudes, polarization vectors. The package may be applied to the evaluation of the elastodynamic ray-theory Green function, and to the computation of the synthetic seismograms.
Applications: Reflection methods, refraction methods, VSP, hole-to-hole.

Package NET:

Model: General 3-D layered and block isotropic model. The medium parameters are specified at grid points of a 3-D rectangular mesh. The same model as in the complete seismic ray tracing may also be used.
Types of waves: First arrivals, constrained first arrivals.
Computations: Arbitrary position and shape of the source. First-arrival travel times in the whole model are computed. The computations include also travel time of all non-ray waves (such as the first arriving diffracted waves in shadow zones, head waves, etc.). The algorithm of computation is independent on a model complexity.
Applications: Tomography for an arbitrary source-receiver configuration, wavefront reconstruction, etc.

2. Ray tracing and synthetic wavefields in 3-D inhomogeneous anisotropic structures

All future revisions of program package ANRAY, delivered to the sponsors in the second year of the project, will be delivered to the sponsors in the next years of the project.

Package ANRAY:

Model: 3-D laterally varying structure containing isotropic and anisotropic nonvanishing layers. Specification of elastic parameters inside individual layers either by linear interpolation between isosurfaces of elastic parameters or by a B-spline interpolation within a 3-D rectangular grid.
Types of waves: Arbitrary type of elementary seismic body wave corresponding to the zero-order ray theory (P, S, qP, qS1, qS2, any converted wave).
Computations: Arbitrary position of the point source, numerical integration of ray tracing and dynamic ray tracing equations, calculation of ray vectorial amplitudes, ray Green function, ray synthetic seismograms, particle ground motions.
Applications: Reflection methods, refraction methods, VSP and/or crosshole configuration.
Planned innovations: a) calculation of KMAH index in anisotropic media; b) attempt to remove failures in calculation of R/T coefficients in cases when generated qS waves point into singular directions; c) attempt to include checks of stability of anisotropic stiffness tensor specified in the input data; d) preparation of an example of complete input data for ANRAY with description and with plots generated by the data; e) further debugging, removing inconsistencies in the descriptions.

3. Sample data for the program packages

The examples of input data for the MODEL package, describing or approximating models delivered by the sponsors or other typical models, will be prepared. Upon request, also the sample data for programs CRT or NET to perform calculations in such models will be prepared. The examples of input data for the ANRAY package, for models delivered by the sponsors or other typical models, will be prepared too.

4. Two-point ray tracing in complex isotropic structures

The two-point ray tracing code will further be tested and applied to various models. Attention will also be devoted to the calculation of two-point rays diffracted from edges and corner points.

5. Synthetic seismograms in 3-D isotropic complex structures

The advantage of the two-point ray tracer will be taken for the computation of ray synthetic seismograms.

6. Seismic wave propagation in weakly anisotropic inhomogeneous media

Programming quasi-isotropic formulae for qS waves as an independent program, which could be used along rays calculated in background inhomogeneous isotropic media. Purpose: To remove problems of the standard ray method for anisotropic media in regions, in which the qS waves propagate with nearly the same phase velocities.

Extension of the study of the R/T coefficients at a weak contrast interface separating two weakly anisotropic halfspaces to converted PS R/T coefficients. Study of possibilities to invert the R/T coefficients for the parameters of the surrounding media.

Study of qS waves signatures in arbitrary weakly anisotropic media.

7. Replenishing incomplete sets of anisotropic elastic parameters

Study of replenishing incomplete sets of anisotropic elastic parameters with default values. If all 21 real parts and 21 imaginary parts of the complex-valued components of the stiffness matrix are not known, the missing parameters may be supplied in such a way that the resulting anisotropic medium is in some sense the closest one to the isotropic medium.

8. Reflection and transmission coefficients for dissipative elastic media

Program COEF51, designed for the computation of reflection/transmission coefficients at structural interfaces and thin transition layers between two isotropic dissipative media will be further tested. The main attention will be devoted to frequency-independent reference R/T coefficients. Optionally, the program COEF51 works even for non-dissipative media. The program will be implemented to the program package CRT, where it will replace program COEF50 designed for the computation of R/T coefficients at structural interfaces between non-dissipative media.

9. Radiation patterns for point sources situated at the Earth's surface, at structural interfaces, and close to them

Program SOURCE, designed for the computation of radiation patterns of point sources situated at the Earth's surface, at structural interfaces, at the sea bottom, at thin transition layers, and close to them, will be further tested. Both dissipative and non-dissipative models may be considered. The main attention will be devoted to explosive point sources and to arbitrarily oriented single force point sources. The program will be first implemented to the program package BEAM87 designed for the computation of synthetic seismograms in 2-D structures. Influence of radiation patterns on synthetic seismograms will be studied using this program package. After successful testing, the code will be implemented into the program package CRT (in the following years of the project).

10. Computation of ray-theory travel times at the nodes of 3-D grids

Algorithms of fast calculation of ray-theory travel times in dense rectangular grids will further be investigated. Accuracy and efficiency of the interpolation of ray-theory travel times between rays in 3-D models will be studied and the relevant numerical algorithms will be proposed. If possible, attention will also be devoted to the interpolation between different shot and receiver positions.

11. Second-order methods in grid travel-time tracing

Accuracy and efficiency of grid travel-time tracing methods to evaluate first-arrival travel times will further be studied.

12. Accuracy of seismic modelling

The research will be concentrated mainly on the accuracy of travel-time calculations, on the accuracy of finite-difference modelling of seismic wavefields, and on the accuracy of other modelling methods designed or studied in the framework of the project.

13. Seismic tomography

Development of theory and algorithms applicable in seismic travel-time tomography with emphasis on the estimation of its accuracy.

14. Migrations

Resolution and accuracy of migrations will be studied. Attention will be paid to the physical meaning of the migrated sections.

15. Finite-difference solutions of elastodynamic equations

The first version of the 2D elastic FD code (with non-planar topography) will be prepared for distribution. This will include simplification of the presently existing data input/output, short description, and a test example.

Improvements of the hybrid Ray-FD code will be concentrated into removing numerical artifacts that, in some models, result from the excitation (coupling) lines. Study of the necessary degree of "completeness" of the Ray wave field will be accomplished for a set of generic models. Sources away from the FD plane will be studied, too. As a reference (more accurate) solution, the DW-FD method will be used.

Interface between the MODEL and FORMS packages, used also in ray-theory computations, and the finite-difference code.

The elastic FD modelling in models with topography will be carried out, including comparisons with independent methods, e.g. the ray method and the hybrid 2-D DW-FD code. The accuracy of the 2-D elastic FD code with non-planar topography will be tested against the finite element program.

The new hybrid (DW-FD) code, recently under development, in which a 3D elastic FD scheme is applied, will come through first numerical tests.

A "resolution test" will be performed on a realistic model derived from shallow reflection survey (reflector depth at about 50m). The true time sections, interpreted by means of 1D and acoustic synthetics, will be compared with the synthetic one obtained from 2D elastic FD modelling and or 2D elastic ray modelling.

16. Concluding remarks

In addition to this programme, we will certainly be responsive to specific technical suggestions and recommendations of sponsors within the general framework of the project. The research in most directions listed above will continue to the next years of the project.


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