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Theoretical Seismology 2:  Wave Propagation Based on a lecture by James Mori of the Earthquake Hazards Division, Disaster Prevention Research Institute, Kyoto University
Contents ・  Rays Snell’s Law Structure of the Earth ・  Seismic Waves Near-Field Terms (Static Displacements) Far-Field Terms (P, S, Surface waves)  ・  Normal modes Free oscillations of the Earth
Seismic waves Faulting USGS
Homogeneous Earth If the Earth had constant velocity the wave paths would be very simple.
Structure in the Earth results in complicated paths   Lowrie, 1997, fig 3.69 Bolt, 2004, fig 6.3 USGS
Snell’s Law Fermat’s Principle  1  2 sin   1  / sin   2  = n 21 Air Water Rays
 1  2  1  <   2      Ray Paths in a Layered Medium S lower Faster Faster Slower  velocity of seismic energy in the layer  1  2  1  >   2     
 1  2  3 Ray Paths in a Layered Medium 1/  1 1/  2 1/  3 Distance Time
Andrija Mohorovicic (1857-1936) Found seismic discontinuity at 30 km depth in the Kupa Valley (Croatia).  Mohorovicic discontinuity or ‘Moho’   Boundary between crust and mantle The Moho The Moho The Moho Copywrite Tasa Graphic Arts
 
 
Forward Branch Backward Branch
Shadow Zone Forward Branch Backward Branch Forward Branch
Forward  Branch Backward Branch Forward Branch Forward Branch Backward Branch Forward Branch P PcP PKP Shadow  Zone Shadow  Zone PcP ・  1912 Gutenberg observed shadow zone 105 o  to 143 o ・  1939 Jeffreys fixed depth of core at 2898 km (using PcP)
PcP Core Reflections
IASP91, Kennett and Engdahl, 1991 Diffracted arrival diff Reflection from the inner core i Reflection from the outer core c Inner core P I Outer core P K Mantle S S Mantle P P
Aspects of Waves not Explained by Ray Theory ・  Different types of waves (P, S) ・  Surface Waves ・  Static Displacements ・  Frequency content   Seismic Waves
Wave Equation   1-D wave equation   c = propagation speed     This is the equation that explains the waves on a spring: constant velocity wave propagation, no mass transfer, different from circulation eq.
1-D Wave Equation   T = wave period      = angular frequency   Solution
Wave Period and Wavelength   Velocity 6 km/s x t wavelength    period Space Time period 50 s frequency = 1/period= 0.02 hz Velocity = Wavelength / Period wavelength 300 km
Period Wavelength - Static Displacements 1000 to 10000 km 350 to 3600 sec Free Oscillations 30 to 1000 km 10 to 350 sec Surface waves 50 m to 500 km 0.01 to 50 sec Body waves ( P ・ S )
3-D Wave Equation with Source   source spatial 2nd derivative Solution Near-field Terms (Static Displacements) Far-field Terms (P, S Waves)
Bei-Fung Bridge near Fung-Yan city, 1999 Chi-Chi, Taiwan earthquake Near-field terms ・  Static displacements ・  Only significant close to the fault     ・  Source of tsunamis  
Static displacements Co-seismic deformation of 2003 Tokachi-oki Earthquake (M8.0)
Generation of Tsunami  from Near-field Term UNESCO-IOC  (Great waves)
Far-field Terms ・  Propagating Waves ・  No net displacement   ・  P waves   ・  S waves                           Copyright 2004.  L. Braile.
surface waves    Copyright 2004.  L. Braile.
January 26, 2001 Gujarat, India Earthquake (Mw7.7) Recorded in Japan at a distance of 57 o  (6300 km)   Love Waves vertical radial transverse Rayleigh Waves
Amplitude and Intensity Seismic waves loose amplitude with distance traveled - attenuation So the amplitude of the waves depends on distance from the earthquake. Therefore unlike magnitude intensity is not a single number. A(t)  =  A 0 e  - ω 0 t/2Q
I  Barely felt  II  Felt by only few people  III  Felt noticeably, standing autos rock slightly IV Felt by many, windows and walls creak  V Felt by nearly everyone, some dished and windows broken VI Felt by all, damaged plaster and chimneys VII Damage to poorly constructed buildings VIII Collapse of poorly constructed buildings,    slight damage to well built structures IX Considerable damage to well constructed buildings, buildings shifted off foundations X Damage to well built wooden structures, some masonry  buildings destroyed, train rails bent, landslides  XI Few masonry structure remain standing, bridges  destroyed, ground fissures XII  Damage total Modified Mercalli Intensity
Normal Modes  Useful for studies of ・  Interior of the Earth ・  Largest earthquakes l=1 m=1 l=1 m=2 l=1 m=3 Houseman http://earth.leeds.ac.uk/~greg/?Sphar/index.html Liberty Bell (USA)
Toroidal and Spheroidal Modes Toroidal Spheroidal Dahlen and Tromp Fig. 8.5, 8.17
Natural Vibrations of the Earth Shearer Ch.8.6 Lay and Wallace, Ch. 4.6
Summary Rays Earth structure causes complicated ray paths through the Earth (P, PKP, PcP) Wave theory explains ・  P and S waves ・  Static displacements ・  Surface waves  Normal Modes The Earth rings like a bell at long periods

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Propagation usgs

  • 1. Theoretical Seismology 2: Wave Propagation Based on a lecture by James Mori of the Earthquake Hazards Division, Disaster Prevention Research Institute, Kyoto University
  • 2. Contents ・ Rays Snell’s Law Structure of the Earth ・ Seismic Waves Near-Field Terms (Static Displacements) Far-Field Terms (P, S, Surface waves) ・ Normal modes Free oscillations of the Earth
  • 4. Homogeneous Earth If the Earth had constant velocity the wave paths would be very simple.
  • 5. Structure in the Earth results in complicated paths   Lowrie, 1997, fig 3.69 Bolt, 2004, fig 6.3 USGS
  • 6. Snell’s Law Fermat’s Principle  1  2 sin  1 / sin  2 = n 21 Air Water Rays
  • 7.  1  2  1 <  2     Ray Paths in a Layered Medium S lower Faster Faster Slower  velocity of seismic energy in the layer  1  2  1 >  2    
  • 8.  1  2  3 Ray Paths in a Layered Medium 1/  1 1/  2 1/  3 Distance Time
  • 9. Andrija Mohorovicic (1857-1936) Found seismic discontinuity at 30 km depth in the Kupa Valley (Croatia). Mohorovicic discontinuity or ‘Moho’   Boundary between crust and mantle The Moho The Moho The Moho Copywrite Tasa Graphic Arts
  • 10.  
  • 11.  
  • 13. Shadow Zone Forward Branch Backward Branch Forward Branch
  • 14. Forward Branch Backward Branch Forward Branch Forward Branch Backward Branch Forward Branch P PcP PKP Shadow Zone Shadow Zone PcP ・ 1912 Gutenberg observed shadow zone 105 o to 143 o ・ 1939 Jeffreys fixed depth of core at 2898 km (using PcP)
  • 16. IASP91, Kennett and Engdahl, 1991 Diffracted arrival diff Reflection from the inner core i Reflection from the outer core c Inner core P I Outer core P K Mantle S S Mantle P P
  • 17. Aspects of Waves not Explained by Ray Theory ・ Different types of waves (P, S) ・ Surface Waves ・ Static Displacements ・ Frequency content Seismic Waves
  • 18. Wave Equation   1-D wave equation   c = propagation speed     This is the equation that explains the waves on a spring: constant velocity wave propagation, no mass transfer, different from circulation eq.
  • 19. 1-D Wave Equation   T = wave period    = angular frequency   Solution
  • 20. Wave Period and Wavelength   Velocity 6 km/s x t wavelength    period Space Time period 50 s frequency = 1/period= 0.02 hz Velocity = Wavelength / Period wavelength 300 km
  • 21. Period Wavelength - Static Displacements 1000 to 10000 km 350 to 3600 sec Free Oscillations 30 to 1000 km 10 to 350 sec Surface waves 50 m to 500 km 0.01 to 50 sec Body waves ( P ・ S )
  • 22. 3-D Wave Equation with Source   source spatial 2nd derivative Solution Near-field Terms (Static Displacements) Far-field Terms (P, S Waves)
  • 23. Bei-Fung Bridge near Fung-Yan city, 1999 Chi-Chi, Taiwan earthquake Near-field terms ・ Static displacements ・ Only significant close to the fault    ・ Source of tsunamis  
  • 24. Static displacements Co-seismic deformation of 2003 Tokachi-oki Earthquake (M8.0)
  • 25. Generation of Tsunami from Near-field Term UNESCO-IOC (Great waves)
  • 26. Far-field Terms ・ Propagating Waves ・ No net displacement   ・ P waves   ・ S waves                         Copyright 2004. L. Braile.
  • 27. surface waves  Copyright 2004. L. Braile.
  • 28. January 26, 2001 Gujarat, India Earthquake (Mw7.7) Recorded in Japan at a distance of 57 o (6300 km) Love Waves vertical radial transverse Rayleigh Waves
  • 29. Amplitude and Intensity Seismic waves loose amplitude with distance traveled - attenuation So the amplitude of the waves depends on distance from the earthquake. Therefore unlike magnitude intensity is not a single number. A(t) = A 0 e - ω 0 t/2Q
  • 30. I Barely felt II Felt by only few people III Felt noticeably, standing autos rock slightly IV Felt by many, windows and walls creak V Felt by nearly everyone, some dished and windows broken VI Felt by all, damaged plaster and chimneys VII Damage to poorly constructed buildings VIII Collapse of poorly constructed buildings, slight damage to well built structures IX Considerable damage to well constructed buildings, buildings shifted off foundations X Damage to well built wooden structures, some masonry buildings destroyed, train rails bent, landslides XI Few masonry structure remain standing, bridges destroyed, ground fissures XII Damage total Modified Mercalli Intensity
  • 31. Normal Modes Useful for studies of ・ Interior of the Earth ・ Largest earthquakes l=1 m=1 l=1 m=2 l=1 m=3 Houseman http://earth.leeds.ac.uk/~greg/?Sphar/index.html Liberty Bell (USA)
  • 32. Toroidal and Spheroidal Modes Toroidal Spheroidal Dahlen and Tromp Fig. 8.5, 8.17
  • 33. Natural Vibrations of the Earth Shearer Ch.8.6 Lay and Wallace, Ch. 4.6
  • 34. Summary Rays Earth structure causes complicated ray paths through the Earth (P, PKP, PcP) Wave theory explains ・ P and S waves ・ Static displacements ・ Surface waves Normal Modes The Earth rings like a bell at long periods

Hinweis der Redaktion

  1. Topics covered in this lecture
  2. We had a session on sources, this session focuses on the waves that result from the earthquake
  3. If the Earth had constant velocity the wave paths would be very simple.
  4. However, the Earth has a more complicated structure, as covered in an early lecture. The changes in velocity result in refraction and reflection of the seismic energy. So the ray paths through the Earth are complicated.
  5. Refraction is described by Snell’s Law, which relates the angle of the ray either side of a velocity change to the velocity contrast. Refraction is something we’ve all seen, for example the way a stick appears to bend when partially immersed in water is an illusion caused by refraction of light.
  6. When velocity increases with depth within the Earth the rays a refracted back towards the Earth’s surface (left hand example), when the velocity decreases within the earth the rays are refracted away from the surface (right hand example).
  7. With several layers of increasing velocity this effect is repeated. The time taken for the ray to travel from the source to the receiver is the sum of the distance traveled in each layer multiplied by the velocity of that layer. If we have a number of recording stations in a simple patch of ground and we plot the time of arrival against the distance from the source we create a plot like the one on the right. In a constant velocity layer the time taken is proportional to the distance traveled and the graph is a straight line (giving the velocity of the layer). We investigate the structure of the earth using this – by recording the arrival times at many locations we can create a plot similar to the one on the right (but more complicated) and use this to try and calculate the velocity structure of the earth.
  8. Mohorovicic found a very sharp change in velocity within the earth in Croatia, which was later shown to occur everywhere at varying depths (average of about 40 km under the continents and ~7 km below the seabed under the oceans). The velocity change is interpreted to happen at the change from crustal material to mantle material and is known as the Moho after Mohorovicic.
  9. Deeper in the Earth the ray paths through the mantle are relatively simple. There are a few changes associated with the 410 and 660 km discontinuities, but nothing compared to the deeper earth.
  10. Because the outer core is liquid it has no S waves (we’ll come to this later) and the P waves are slower, so the ray the enters in the inner core bends away from the surface, deeper into the earth.
  11. Steeper incident rays are less affected and so we end up with deeper ray paths arriving nearer the source.
  12. We then have another short forward branch. However, no direct P energy arrives in a zone ~105-~143 degrees from the source – the shadow zone.
  13. The time-distance plots through the mantle show this complexity.
  14. PcP is an example of a reflection.
  15. There are many possible ray paths all have been observed. Phases are named using the path through the Earth.
  16. So far we’ve talk about ray paths and time-distance plots, but we haven’t talked about these other aspects
  17. The general equation for a wave in one-dimension. Solving this equation tells us about the waves.
  18. simplest solution is in one-dimension.
  19. The solution gets very complicated in 3D, but this solution explains mathematically the static displacements at the fault and the properties of the waves that travel away from the focus.
  20. Static displacements are the permanent changes in position of the ground that happen at and near the fault. This waterfall was generated by static displacement associated with the 1999 Chi-Chi earthquake.
  21. Static displacements can be recorded by GPS and used to provide information on the rupture.
  22. Tsunamis are caused by static displacements. The wave is generated because the water is displaced. In the case of large ocean-wide destructive tsunamis the cause is normally the sudden movement of the upper plate in a subduction zone system as centuries of built-up strain are removed in a major thrust earthquake.
  23. The far-field terms of the wave equation tell us about the propagating waves. This figure shows the particle motion for P and S waves.
  24. Surface waves happen as a result of the dramatic change in properties between the solid earth and the atmosphere and are confined to the outer layers of the Earth. Love waves are horizontal shear waves and Rayleigh waves have an elliptical motion like wind waves in the sea.
  25. On a 3-component seismometer we can separate out the Love and Rayleigh waves as a result of their different particle motion. The Love waves arrive earlier.
  26. Normal modes are the free oscillations of the Earth that happen following a large earthquake – they are similar to the ringing of a bell. They have much longer periods and wavelengths than other seismic waves so they are very useful for studying the largest earthquakes. Like a bell there are initially many different frequencies, but the higher modes attenuate (loose amplitude) more rapidly than the lower modes, so with time the ringing simplifies.
  27. Some of the more simple and longer period ways the earth can oscillate. The top figure on the right is known as the “breathing mode” as the Earth expands and contracts. The lower figure is the “football mode” . Note that these waves have periods of many 10’s of minutes , far longer than the P, S and surface waves.
  28. More ways the earth can oscillate.