Structural sensitivities of finite-frequency seismic waves: a full-wave approach

Astronomy and Astrophysics – Astronomy

Scientific paper

Rate now

  [ 0.00 ] – not rated yet Voters 0   Comments 0

Details

10

Fréchet Derivatives, Normal Modes, Seismic-Wave Propagation, Tomography

Scientific paper

We use the normal-mode theory to investigate the sensitivities of the delay times of finite-frequency seismic waves to 3-D perturbations in wave speeds relative to 1-D reference models. The normal-mode theory provides the exact solutions to the wave equation in 1-D models, thus enabling a full-wave approach to the wave propagation in the sense that for a given pair of source and receiver, it accounts for all the waves that travel from the source to the receiver following any possible paths, and that it models accurately all the possible wave effects such as diffraction and non-geometrical propagation. We illustrate the complex picture of finite-frequency wave propagation using a series of numerical examples of the 3-D Fréchet kernels for the delay times of different kinds of seismic arrivals. We demonstrate that owing to the accuracy in modelling multipathing and non-geometrical arrivals, the full-wave approach provides a practical means to utilize seismic signals that are often discarded in conventional high-frequency tomography methods, such as the surface reflected phases at regional distances that carry rich information on the structures in the upper-mantle transition zone. For this reason, tomography resolution in the upper mantle can be greatly improved by using the full-wave, finite-frequency Fréchet kernels. Moreover, the full-wave approach is also well suited for studying structures near other velocity discontinuities such as the core-mantle boundary.

No associations

LandOfFree

Say what you really think

Search LandOfFree.com for scientists and scientific papers. Rate them and share your experience with other people.

Rating

Structural sensitivities of finite-frequency seismic waves: a full-wave approach does not yet have a rating. At this time, there are no reviews or comments for this scientific paper.

If you have personal experience with Structural sensitivities of finite-frequency seismic waves: a full-wave approach, we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Structural sensitivities of finite-frequency seismic waves: a full-wave approach will most certainly appreciate the feedback.

Rate now

     

Profile ID: LFWR-SCP-O-1060542

  Search
All data on this website is collected from public sources. Our data reflects the most accurate information available at the time of publication.