Changeset 3210
- Timestamp:
- Jun 22, 2006, 6:09:43 PM (19 years ago)
- Location:
- production/onslow_2006
- Files:
-
- 1 added
- 4 edited
Legend:
- Unmodified
- Added
- Removed
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production/onslow_2006/make_report.py
r3205 r3210 158 158 \date{\\today} 159 159 %\\author{Geoscience Australia} 160 \\author{ 161 \\begin{figure}[hbt] 162 \centerline{ \includegraphics{../report_figures/GAlogo.jpg}} 163 \end{figure} 164 } 160 165 161 \\begin{document} 166 162 \maketitle 163 164 \\begin{figure}[hbt] 165 \centerline{ \includegraphics[scale=0.25]{../report_figures/GAlogo.jpg}} 166 \end{figure} 167 167 168 168 \\tableofcontents -
production/onslow_2006/report/damage.tex
r3201 r3210 51 51 \end{itemize} 52 52 53 The collapse vulnerability models used are presented in \ref{table:collapse}.53 The collapse vulnerability models used are presented in Table \ref{table:collapse}. 54 54 In applying the model all structures in the inundation zone were 55 55 spatially located and the local water depth and building row … … 66 66 awaken them. The three injury categories corresponded with the 67 67 categories presented in HAZUS-MH \cite{NIBS:2003} for earthquake 68 related injury. The casualty model used is presented in 68 related injury. The casualty model used is presented in Table 69 69 \ref{table:casualty} 70 and the injury categories are presented in \ref{table:injury}.70 and the injury categories are presented in Table \ref{table:injury}. 71 71 Input data comprised resident population data at CD level derived 72 72 from the ABS 2001 census. -
production/onslow_2006/report/damage_inputs.tex
r3202 r3210 2 2 \label{table:collapse} 3 3 \caption{Framed residential building collapse probability. $h$ is the 4 inundation height (m) above ground 5 floor} 6 %\footnote{Ground floor height of 0.3m assumed}. 7 4 inundation height (m) above ground where the ground floor height of 0.3m is 5 assumed}. 6 \begin{center} 8 7 \begin{tabular}{|l|l|l|l|l|l|}\hline 9 8 Building Location & 10 9 <1.0 & 1.0<h<2.0& 2.0<h<3.0 &3.0<h<5.0 &>5.0 \\ \hline 11 10 First 2 Rows 12 (1st block) &0.05 &0.6 &0.8 &0.95 &0.99 \\ \ 11 (1st block) &0.05 &0.6 &0.8 &0.95 &0.99 \\ \hline 13 12 Second 2 Rows (2nd block) &0.02 &0.3 &0.4 &0.7 &0.9 \\ \hline 14 13 Third 2 Rows … … 16 15 Beyond 3rd block &0.0 &0.05 &0.15 &0.3 &0.45 \\ \hline 17 16 \end{tabular} 17 \end{center} 18 18 \end{table} 19 19 … … 21 21 \label{table:casualty} 22 22 \caption{Mortality and injury state probability} 23 \begin{center} 23 24 \begin{tabular}{|l|l|l|l|l|l|l|}\hline 24 25 Hazard Exposure & & Unharmed &Minor 25 &Moderate &Serious &Death \\ hline26 &Moderate &Serious &Death \\ \hline 26 27 Collapse &<1.0 &0.3 &0.28 &0.08 &0.04 &0.30 \\ \hline 27 28 &>1.0 &0.01 &0.028 &0.008 &0.004 &0.95 \\ \hline 28 29 No Collapse 1st 3 blocks &<1.0 &0.35 &0.40 &0.1 &0.05 &0.10 29 30 \\ \hline 30 &>1.0 &0.1 &0.28 &0.08 &0.04 &0.50 \\ hline31 &>1.0 &0.1 &0.28 &0.08 &0.04 &0.50 \\ \hline 31 32 No Collapse - Elsewhere &<1.0 &0.4 &0.4 &0.1 &0.05 &0.05 \\ \hline 32 33 &>1.0 &0.12 &0.33 &0.1 &0.05 &0.40 \\ \hline 33 34 \end{tabular} 35 \end{center} 34 36 \end{table} 35 37 … … 37 39 \label{table:injury} 38 40 \caption{Injury level classifications} 41 \begin{center} 39 42 \begin{tabular}{|l|l|}\hline 40 43 Injury Severity Level &Injury Description \\ \hline … … 59 62 Severity 4 &Instantaneously killed or mortally injured \\ \hline 60 63 \end{tabular} 64 \end{center} 61 65 \end{table} -
production/onslow_2006/report/modelling_methodology.tex
r3171 r3210 39 39 or in an estuary, whereas a coarser resolution may be sufficient 40 40 in deeper water where the bathymetric effects are less pronounced. 41 Figure \ref{fig: xxx} shows a mesh of variable resolution.41 Figure \ref{fig:refinedmesh} shows a mesh of variable resolution. 42 42 43 \begin{figure}[hbt] 43 44 45 \centerline{ \includegraphics[width=100mm, height=75mm] 46 {../report_figures/refined_mesh.jpg}} 47 48 \caption{Computational mesh with variable resolution.} 49 \label{fig:refinedmesh} 50 \end{figure} 44 51 45 52
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