1 / 12

Propagation of a Plane Wave

Propagation of a Plane Wave. Plane Wave Approximation from a Spherical Front. Displacements for P and S waves. Radial and Transverse Motion of P and S Waves. Radial and Transverse Energy. N-S and EW components have nearly equal amplitude and energy (BAZ is 323 o )

karly-dale
Télécharger la présentation

Propagation of a Plane Wave

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. Propagation of a Plane Wave

  2. Plane Wave Approximation from a Spherical Front

  3. Displacements for P and S waves

  4. Radial and Transverse Motion of P and S Waves

  5. Radial and Transverse Energy • N-S and EW components have nearly equal amplitude and energy (BAZ is 323o) • Rotate the seismogram to produce Radial and Transverse components • SKS and SKKS are P to Sv converted phases and are strongest on Radial • Sdiff has mostly Sh energy and is strongest on Transverse

  6. Particle Motion If we plot the particle motion for the Radial versus the Transverse component The SKS phase shows the most energy on the Radial The Sdiff phase shows the most energy on the Transverse

  7. S wave delays Note the S wave arrival times on the N-S and the E-W components. Are they coincident ? Why or Why not ? If you see a time delay or offset, what is causing this ?

  8. Seismic and Mineral Anisotropy

  9. P and S wave differences

  10. Effects of Ground Composition on Seismic Energy Seismometer ground displacements from 1989 Loma Prieta earthquake Magnitude 5 aftershock Seismometer on solid bedrock (above) Seismometer on filled land (below)

More Related