Changeset 3210


Ignore:
Timestamp:
Jun 22, 2006, 6:09:43 PM (19 years ago)
Author:
sexton
Message:

yet more minor updates

Location:
production/onslow_2006
Files:
1 added
4 edited

Legend:

Unmodified
Added
Removed
  • production/onslow_2006/make_report.py

    r3205 r3210  
    158158\date{\\today}
    159159%\\author{Geoscience Australia}
    160 \\author{
    161 \\begin{figure}[hbt]
    162   \centerline{ \includegraphics{../report_figures/GAlogo.jpg}}
    163 \end{figure}
    164 }
     160
    165161\\begin{document}
    166162  \maketitle
     163
     164\\begin{figure}[hbt]
     165  \centerline{ \includegraphics[scale=0.25]{../report_figures/GAlogo.jpg}}
     166\end{figure}
    167167   
    168168  \\tableofcontents
  • production/onslow_2006/report/damage.tex

    r3201 r3210  
    5151\end{itemize}   
    5252
    53 The collapse vulnerability models used are presented in \ref{table:collapse}.
     53The collapse vulnerability models used are presented in Table \ref{table:collapse}.
    5454In applying the model all structures in the inundation zone were
    5555spatially located and the local water depth and building row
     
    6666awaken them. The three injury categories corresponded with the
    6767categories presented in HAZUS-MH \cite{NIBS:2003} for earthquake
    68 related injury. The casualty model used is presented in
     68related injury. The casualty model used is presented in Table
    6969\ref{table:casualty}
    70 and the injury categories are presented in \ref{table:injury}.
     70and the injury categories are presented in Table \ref{table:injury}.
    7171Input data comprised resident population data at CD level derived
    7272from the ABS 2001 census.
  • production/onslow_2006/report/damage_inputs.tex

    r3202 r3210  
    22\label{table:collapse}
    33\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 
     4inundation height (m) above ground where the ground floor height of 0.3m is
     5assumed}.
     6\begin{center}
    87\begin{tabular}{|l|l|l|l|l|l|}\hline
    98Building Location &
    109        <1.0 &  1.0<h<2.0&      2.0<h<3.0       &3.0<h<5.0      &>5.0 \\ \hline
    1110First 2 Rows
    12 (1st block)     &0.05   &0.6    &0.8    &0.95   &0.99 \\ \ hline
     11(1st block)     &0.05   &0.6    &0.8    &0.95   &0.99 \\ \hline
    1312Second 2 Rows (2nd block)       &0.02   &0.3    &0.4    &0.7    &0.9 \\ \hline
    1413Third 2 Rows
     
    1615Beyond 3rd block        &0.0    &0.05   &0.15   &0.3    &0.45 \\ \hline
    1716\end{tabular}
     17\end{center}
    1818\end{table}
    1919
     
    2121\label{table:casualty}
    2222\caption{Mortality and injury state probability}
     23\begin{center}
    2324\begin{tabular}{|l|l|l|l|l|l|l|}\hline
    2425Hazard Exposure &       & Unharmed      &Minor
    25         &Moderate       &Serious        &Death \\ hline
     26        &Moderate       &Serious        &Death \\ \hline
    2627Collapse        &<1.0   &0.3    &0.28   &0.08   &0.04   &0.30 \\ \hline
    2728        &>1.0   &0.01   &0.028  &0.008  &0.004  &0.95 \\ \hline
    2829No Collapse – 1st 3 blocks      &<1.0   &0.35   &0.40   &0.1    &0.05   &0.10
    2930\\ \hline
    30         &>1.0   &0.1    &0.28   &0.08   &0.04   &0.50 \\ hline
     31        &>1.0   &0.1    &0.28   &0.08   &0.04   &0.50 \\ \hline
    3132No Collapse - Elsewhere &<1.0   &0.4    &0.4    &0.1    &0.05   &0.05 \\ \hline
    3233        &>1.0   &0.12   &0.33   &0.1    &0.05   &0.40 \\ \hline
    3334\end{tabular}
     35\end{center}
    3436\end{table}
    3537
     
    3739\label{table:injury}
    3840\caption{Injury level classifications}
     41\begin{center}
    3942\begin{tabular}{|l|l|}\hline
    4043Injury Severity Level   &Injury Description \\ \hline
     
    5962Severity 4      &Instantaneously killed or mortally injured \\ \hline
    6063\end{tabular}
     64\end{center}
    6165\end{table}
  • production/onslow_2006/report/modelling_methodology.tex

    r3171 r3210  
    3939or in an estuary, whereas a coarser resolution may be sufficient
    4040in deeper water where the bathymetric effects are less pronounced.
    41 Figure \ref{fig:xxx} shows a mesh of variable resolution.
     41Figure \ref{fig:refinedmesh} shows a mesh of variable resolution.
    4242
     43\begin{figure}[hbt]
    4344
     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}
    4451   
    4552
Note: See TracChangeset for help on using the changeset viewer.