source: production/pt_hedland_2006/report/introduction.tex @ 3157

Last change on this file since 3157 was 3024, checked in by sexton, 19 years ago

some more words

File size: 2.4 KB
Line 
1
2This report is being provided to the Fire and Emergency Services Authority
3(FESA)
4as part of the Collaborative Research Agreement with Geoscience Australia.
5FESA recognises the potential vulnerability of the Western Australia
6coastline to tsunamigenic earthquakes originating from
7the Sunda Arc subduction zone. There is
8historic evidence of such events, \bibitem{CB:ausgeo},
9and FESA has sought to assess
10the relative risk of its urban and regional communities to the tsunami
11threat and develop detailed response plans.
12
13This report is the first in a series of studies to assess the relative
14risk to the tsunami threat. The methods, assumptions and results of a
15single tsunami source scenario is described for the Pt Hedland area in the
16North West shelf region.
17Pt Hedland has a population of around 42000 (including South Hedland) and
18is part of the Pilbara region of Western Autralia
19\footnote{http://www.porthedland.wa.gov.au/}. Pt Hedland itself has a
20population of around 15000 and supports
21a variety of industries, including iron ore export, salt, tourism,
22pastoral and light industrial.
23
24The return
25period of this particular scenario is unknown, however it
26can be be classed as a plausible event. Future studies
27will present a series of scenarios for a range of return events to
28assist FESA in developing appropriate plans for a range of event impacts.
29The software tool, ANUGA, has been used to develop the inundation extent
30and associated water height at various points in space and time.
31ANUGA has been developed by GA and the Australian National University
32(ANU) to solve the nonlinear shallow water
33wave equation using the finite volume technique (described in \cite{ON:modsim}).
34An advantage of this technique is that the cell resolution can be changed
35according to areas of interest and that wetting and drying
36is treated robustly as part of the numerical scheme.
37ANUGA is continually being developed and validated.
38As such, the current results represent ongoing work
39and may change in the future.
40
41The following set of information is required input to undertake the tsunami
42impact modelling and will be discussed in following sections.
43
44\begin{itemize}
45\item onshore and offshore data
46\item initial condition
47\item boundary condition
48\end{itemize}
49
50The inundation results for the Pt Hedland area is described in section
51\ref{sec:results}.
Note: See TracBrowser for help on using the repository browser.