10 - Normal Modes of the Earth and Planets

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Introduction and Historical Key Dates

During almost a century, and up to 1960, normal modes were only theoretical concepts. Normal modes of the Earth were first described by Lord Kelvin (Thomson, 1863a, b) with a computation of the lowest fundamental spheroidal mode 0S2 frequency for a homogeneous Earth model, either fluid or rigid. This early attempt was followed by a complete description of the normal modes of a spherical nonrotating elastic isotropic (SNREI) Earth in the early works of Rayleigh (1894, 1906) and Love (1911). The

General Properties

Let us consider a general model of the Earth or another planet, including if necessary an ocean and an atmosphere, and let us suppose that all equations are expressed in the inertial frame, rotating with the angular velocity Ω. In the state of equilibrium, the prestress (or static pressure for fluid parts) is compensated by the gravity, the centrifugal force, as well as the Reynolds stress and thermal stress associated with convection and temperature gradient. We will focus on a hydrostatic

Normal Modes of a Spherical NonRotating Elastic Isotropic Earth Model

Normal modes of a spherical nonrotating elastic isotropic (SNREI) Earth constitute for many purposes the basis of normal mode theory, even in an aspherical Earth. They indeed constitute a complete basis of all functions verifying the same boundary and continuity conditions on the spherical surface of the Earth and internal discontinuities, respectively, as shown by Valette (1987) in the elastic case. Normal modes of a spherical Earth can therefore be used to describe the normal modes of all

Normal Modes of a Spherical Nonrotating Anelastic Isotropic Earth Model

Attenuation or a radiating surface affect the normal modes due to the nonconservation of energy. For intrinsic attenuation and at a given frequency, this implies an imaginary part of the stiffness tensor, as shown by Liu et al. (1976) and Anderson and Given (1982). For causality reasons originally demonstrated for similar problems by Kramers and Kronig, this also implies a frequency dependence of the stiffness tensor (Anderson, 1989; Anderson and Minster, 1979), which in seismology is necessary

Normal Mode Orthonormality Relations

In the general case, normal modes cannot be described by a single spherical harmonic and have a more complicated shape on the sphere. Many general properties remain, however. In the general case, following Lognonné (1991), let us first consider the right eigenmodes | uk〉 and associated eigenfrequencies σk satisfying σk2|uk+σkB|uk+A(σk)|uk=0and the left eigenmodes, with left eigenfunctions 〈vk | and their associated eigenfrequencies σk verifying σk2vk|+σkvk|B+vk|A(σk)=0Here

Mode Summation and Seismograms

In the general case, as well as in the different simplified cases (e.g., Gilbert, 1970, in the elastic case), normal modes can be used for computing the response of the Earth produced by an equivalent body force | f (t)〉. In the frequency domain, the solution has to satisfy [σ2+σB+A]|u(σ)=|f(σ)and can moreover be expressed as a projection in the complete basis of eigenfunctions such as |u(σ)=Σkck(σ)|ukAs noted above, we will restrict the summation to the seismic modes (e.g.,

Normal Modes of a Rotating, Aspherical, Anelastic, and Anisotropic (RA3) Earth Model: Perturbation Theory

As noted in the introduction, the early observations almost immediately pointed out the limits of the spherical Earth theory and showed that the departure of sphericity and rotation resulted in an observable degeneracy of the singlets. For each normal mode multiplet, the frequencies of the 2l + 1 singlets are therefore slightly different, and each has excitation and observation amplitude depending on the position of both the source and station and on the mechanism of the earthquake. Therefore,

Higher-Order Perturbation Theory

Let us now consider a singlet k and note its eigenfrequency σk. The associated primal eigenfunction | uk〉 and dual eigenfunction | vk〉 verify λk|uk=H(λk)|ukλk|vk=Hˆ(λk)|vkwhere λk = σ2k is the squared frequency and Hˆ is the dual operator with reversed rotation. They have to follow the bi-orthogonality relation (35) and to be normalized with (36). All the singlets of the multiplet K characterized by l and n in the reference model will define a subspace of the spectrum noted SK and

Kernels and Computation of Splitting Matrices

All previous expressions need the computation of the coupling matrices expressing the coupling between two singlets of the reference model. As an example, this is the case of the first-order perturbation, which can be rewritten as |uk(1)=ΔδH|uk(0)=ΣKK1λKλKΣm,m|l,m,nl,m,n|δH|l,m,nl,m,n|uk(0)where the multiplets K = (n, l) and K′ = (n′, l′) have dimensions 2l′ + 1 and 2l + 1 and where | l, m, n〉 are the SNREI or SNRAI singlets, associated with a symmetric eigenproduct and

Lateral Variation: Normal Mode Synthetics, Observables and Seismograms

The first effect of lateral variations is to split the degenerated eigenfrequencies. The splitting for the model SAW12D of Li and Romanowicz (1996) is shown in Figure 6 for the spheroidal and toroidal fundamental branches. The splitting of normal modes increases with the angular order, as the consequence of both the increased sensitivity of modes to the shallow structure and the stronger lateral variations in the shallow structures. A shift of the mean frequencies of the singlets is also

Conclusion and Perspectives

Almost 40 years after their first observations, the results published on normal modes have clearly demonstrated that observing and inverting the normal modes of a planet is one of the most powerful methods for recovering its internal structure. It is also the only way to get from seismic data a direct sensitivity to density, including lateral variations (Tanimoto, 1991), as all other waves are sensitive mostly to the seismic velocities. The theory is now very mature, and almost completely

Acknowledgments

This work was sponsored by several CNRS/INSU grants, including ASP Tomographie, Programme Intérieur de la Terre, and Programme National des Risques Naturels. We thank J. Artru for her contribution, as well as B. Romanowicz, F. Pollitz, and an anonymous reviever for their comments and corrections. This is IPGP contribution 1708.

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