1 | The tsunamigenic event used for this study was developed for a |
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2 | preliminary tsunami hazard assessment study delivered to FESA in September 2005, |
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3 | \cite{BC:FESA}. In that assessment, a suite of Mw 9 earthquakes |
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4 | were evenly spaced along the Sunda Arc subduction zone and there |
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5 | was no consideration of likelihood. Other sources were not considered, such |
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6 | as intra-plate earthquakes near the WA coast, volcanoes, landslides |
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7 | or asteroids. The preliminary assessment argued |
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8 | that the maximum magnitude of earthquakes off Java is at least 8.5 and |
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9 | could potentially be as high as 9. |
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10 | |
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11 | Current studies underway in GA are building probabilistic |
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12 | models to develop a more complete tsunami hazard assessment |
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13 | for the Sunda Arc subduction zone, |
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14 | due for completion in late 2006. In the preliminary assessment for |
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15 | example, it was argued that while Mw 7 and 8 earthquakes are expected |
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16 | to occur with a greater frequency than Mw 9 events, |
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17 | they are likely to pose a comparatively low and more localised hazard to WA. |
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18 | |
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19 | FESA are interested in the ``most frequent worst case scenario''. Whilst |
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20 | we cannot determine what that event may be, the Mw 9 event provides |
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21 | a plausible worst case scenario. |
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22 | |
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23 | Figure \ref{fig:mw9} shows the maximum wave height up to the 50m contour |
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24 | for a Mw 9 event off |
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25 | the coast of Java. It is this event which provides the source and |
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26 | boundary condition to the |
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27 | inundation modelling presented in this report. Description of the boundary |
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28 | condition particular to the Onslow study area |
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29 | follows in Section \ref{sec:anuga}. |
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30 | |
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31 | |
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32 | \begin{figure}[hbt] |
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33 | |
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34 | \centerline{ \includegraphics[width=100mm, height=75mm] |
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35 | {../report_figures/mw9.jpg}} |
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36 | |
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37 | \caption{Maximum wave height (in cms) for a Mw 9 event off the |
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38 | coast of Java} |
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39 | \label{fig:mw9} |
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40 | \end{figure} |
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