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IUGG XXIV General Assembly July 2-13, 2007 Perugia, Italy (S) - IASPEI - International Association of Seismology and Physics of the Earth's Interior JSS002 Poster presentation 1818 The implications of non-linearity and dispersion in a tsunami scenario database Mr. Arthur Simanjuntak Australian Bureau of Meteorology Research Centre Australian Bureau of Meteorology Diana J.M. Greenslade The Australian Bureau of Meteorology has developed a 1st generation operational model-based tsunami prediction system (T1) as a component of the Australian Tsunami Warning System. The T1 system is based on a database of pre-computed tsunami scenarios. For each earthquake source location, the T1 system provides solutions from four different earthquake magnitudes and chooses the closest scenario. A natural extension of this system would be to provide an interpolation of these scenarios to obtain the solution for a specific intermediate earthquake magnitude. Implicit in this is the assumption of wave linearity, which has been shown to hold in the open ocean but unlikely to be accurate in shallow water. Furthermore, since the ruptures for each earthquake magnitude differ from each other not only in the amount of slip but also width and length, the initial conditions would have different horizontal wavelengths from each other. This will have implications as the waves disperse and encounter bathymetric features. The importance of dispersion is proportional to the distance travelled by the waves and inversely proportional to depth. In this presentation, the potential for scenario interpolation will be investigated by means of numerical experiments and simple scaling arguments. The assumption of linearity and the effect of dispersion will be investigated separately. Specifically, we will explore some non-dimensional parameter space beyond which the non-linearity and dispersive effects start to dominate and therefore render simple magnitude interpolation inappropriate. Keywords: linearity, dispersion, simulation
IUGG XXIV General Assembly July 2-13, 2007 Perugia, Italy (S) - IASPEI - International Association of Seismology and Physics of the Earth's Interior JSS002 Poster presentation 1819 Development of numerical tsunami simulation technique in near field Mr. Shusaku Inoue Interdisciplinary Graduate School of Science and T Tokyo Institute of Technology IASPEI Gota Kubo, Tatsuo Ohmachi People living in costal areas of Japan are always exposed to tsunami risks because Japan has a long costal line and active seismicity. And seismic faulting in and around Japan often takes place very close to the coastline, and tsunamis would attack coastal cities within a few minutes. And also not a few cities may be included in tsunami source areas. Accordingly, we think it necessary to consider dynamic effects of tsunami generation followed by propagation and runup. Up to now, many researchers have investigated tsunami behaviors by means of experiments and computer simulations. Among them, lots of computer simulations have been carried out for not only academic but also practical purposes, and lots of simulation techniques have been developed. From an engineering viewpoint, there seems to be few techniques that can successfully simulate the near field tsunami. For this reason, we have developed a new technique called dynamic tsunami simulation. Our developed simulation technique was intended to apply near field tsunamis. The technique consists of two steps of simulation. The first is to simulate seabed displacements. The boundary element method (BEM) is employed here because it can give us time histories of dynamic displacement of irregular seabed resulting from a seismic faulting with a satisfactory level of accuracy. The second is to simulate seawater disturbance using the finite difference method (FDM). In the second simulation for fluid domain, the Navier-Stokes equation is used as a governing equation. Thus, this simulation can take account of dynamic ground motion effects in the tsunami generation. We have recently added new functions to our previous technique to make it more useful. The new functions are, for example, a technique to simulate tsunami runups, and also a nesting technique to deal with a large area effectively with a sufficient accuracy. In our technique, the SOLA procedure and the height function are used. We have validated our technique by comparing simulation results with runup height of solitary wave derived from theoretical and experimental results. After all, we have found that our newly developed technique works well, especially for near-field tsunamis. Keywords: tsunami simulation, dynamic ground motion, near field
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IUGG XXIV General Assembly July 2-13, 2007 Perugia, Italy<br />
(S) - <strong>IASPEI</strong> - International Association of Seismology and Physics of the Earth's<br />
Interior<br />
JSS002 Poster presentation 1819<br />
Development of numerical tsunami simulation technique in near field<br />
Mr. Shusaku Inoue<br />
Interdisciplinary Graduate School of Science and T Tokyo Institute of Technology <strong>IASPEI</strong><br />
Gota Kubo, Tatsuo Ohmachi<br />
People living in costal areas of Japan are always exposed to tsunami risks because Japan has a long<br />
costal line and active seismicity. And seismic faulting in and around Japan often takes place very close<br />
to the coastline, and tsunamis would attack coastal cities within a few minutes. And also not a few cities<br />
may be included in tsunami source areas. Accordingly, we think it necessary to consider dynamic effects<br />
of tsunami generation followed by propagation and runup. Up to now, many researchers have<br />
investigated tsunami behaviors by means of experiments and computer simulations. Among them, lots<br />
of computer simulations have been carried out for not only academic but also practical purposes, and<br />
lots of simulation techniques have been developed. From an engineering viewpoint, there seems to be<br />
few techniques that can successfully simulate the near field tsunami. For this reason, we have<br />
developed a new technique called dynamic tsunami simulation. Our developed simulation technique was<br />
intended to apply near field tsunamis. The technique consists of two steps of simulation. The first is to<br />
simulate seabed displacements. The boundary element method (BEM) is employed here because it can<br />
give us time histories of dynamic displacement of irregular seabed resulting from a seismic faulting with<br />
a satisfactory level of accuracy. The second is to simulate seawater disturbance using the finite<br />
difference method (FDM). In the second simulation for fluid domain, the Navier-Stokes equation is used<br />
as a governing equation. Thus, this simulation can take account of dynamic ground motion effects in<br />
the tsunami generation. We have recently added new functions to our previous technique to make it<br />
more useful. The new functions are, for example, a technique to simulate tsunami runups, and also a<br />
nesting technique to deal with a large area effectively with a sufficient accuracy. In our technique, the<br />
SOLA procedure and the height function are used. We have validated our technique by comparing<br />
simulation results with runup height of solitary wave derived from theoretical and experimental results.<br />
After all, we have found that our newly developed technique works well, especially for near-field<br />
tsunamis.<br />
Keywords: tsunami simulation, dynamic ground motion, near field