source: inundation/report_generation/report_fesa_project_v1.tex @ 2703

Last change on this file since 2703 was 2703, checked in by sexton, 17 years ago

report template for FESA project

File size: 3.5 KB
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1
2\documentclass[reqno]{article}
3\usepackage{ae} % or {zefonts}
4\usepackage[T1]{fontenc}
5\usepackage[ansinew]{inputenc}
6\usepackage{amsmath}
7\usepackage{amssymb}
8\usepackage{graphicx}
9\usepackage{color}
10\usepackage[colorlinks]{hyperref}
11% \Add{} and \Del{} Corrections and \Mark{}
12%\usepackage[active,new,noold,marker]{xrcs}
13\usepackage{eurosym}
14\DeclareInputText{128}{\euro} % ANSI code for euro: € \usepackage{eurosym}
15\DeclareInputText{165}{\yen}  % ANSI code for yen:  ¥ \usepackage{amssymb}
16
17\usepackage{lscape} %landcape pages support
18%\input{definitions}
19
20\title{Tsunami impact modelling for NW shelf}
21\date{}
22
23\begin{document}
24
25\maketitle
26
27\begin{abstract}
28\end{abstract}
29
30
31\tableofcontents
32
33\section{Introduction}
34
35This report is being provided to the Fire and Emergency Services Authority (FESA)
36as part of the Collaborative Research Agreement with Geoscience Australia.
37The report describes the methods, assumptions and results of tsunami inundation
38scenarios for two areas in the North West shelf region of the West Australian
39coastline, namely Onslow and Pt Hedland.
40
41Describe why this work is being done – exposure, vulnerability –
42understand impact and risk to tsunami hazard.
43
44The current results represent ongoing work and may change in the future.
45
46The software tool, ANUGA, has been used to develop the inundation extent
47and associated water height at various points in space and time.
48ANUGA has been developed by GA and ANU to solve the nonlinear shallow water
49wave equation using the finite volume technique (described in [1]).
50An advantage of this technique is that the cell resolution can be changed
51according to areas of interest.
52
53The following set of information is necessary input to undertake the tsunami
54impact modelling.
55
56\begin{itemize}
57\item onshore and offshore data
58\item initial condition
59\item boundary condition
60\end{itemize}
61
62\section{Data sources}
63
64The runup height and resulting inundation ashore is determined by the input
65topographic and bathymetric data, the forcing terms as well as the initial
66and boundary conditions. It would be ideal if the data adequately captures
67all complex features of the underlying bathymetry and topography.
68
69What can we say about the data used here? How happy?
70
71
72\section{Tsunami scenarios}
73
74\begin{figure}[hbt]
75
76  %\centerline{ \includegraphics[width=75mm, height=75mm]{examples/.eps}}
77
78  \caption{Source zones of influence}
79  \label{fig:source}
80\end{figure}
81
82
83
84\section{Inundation modelling results}
85
86Do we have to combine any data? If so, comment.
87%\include{interpretation.tex}
88\begin{figure}[hbt]
89
90  %\centerline{ \includegraphics[width=75mm, height=75mm]{examples/.eps}}
91
92  \caption{Study area for scenario 1: Onslow}
93  \label{fig:onslow_area}
94\end{figure}
95
96\begin{figure}[hbt]
97
98  %\centerline{ \includegraphics[width=75mm, height=75mm]{examples/.eps}}
99
100  \caption{Computational mesh for Onslow study area}
101  \label{fig:mesh_onslow}
102\end{figure}
103
104\begin{figure}[hbt]
105
106  %\centerline{ \includegraphics[width=75mm, height=75mm]{examples/.eps}}
107
108  \caption{Study area for scenario 2: Pt Hedland}
109  \label{fig:pthedland_area}
110\end{figure}
111
112\begin{figure}[hbt]
113
114  %\centerline{ \includegraphics[width=75mm, height=75mm]{examples/.eps}}
115
116  \caption{Computational mesh for Pt Hedland study area}
117  \label{fig:mesh_pthedland}
118\end{figure}
119
120Time series at relevant gauge locations - INSERT RESULTS HERE ( insert generated
121latex file)
122
123
124\section{Summary}
125
126\section{References}
127
128\end{document}
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