Changeset 3268


Ignore:
Timestamp:
Jul 3, 2006, 11:50:15 AM (19 years ago)
Author:
sexton
Message:

more updates

Location:
production/onslow_2006
Files:
8 edited

Legend:

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  • production/onslow_2006/make_report.py

    r3267 r3268  
    213213
    214214# Generate latex output for location points
    215 s = '\\begin{table} \label{table:locations} \n'
     215s = '\\begin{table} \\begin{center} \n'
    216216fid.write(s)
    217217s = '\caption{Defined point locations for %s study area.}' %report_title
    218218fid.write(s)
    219219s = """
    220 \\begin{center}
     220\label{table:locations}
    221221\\begin{tabular}{|l|l|l|l|}\hline
    222222\\bf{Point Name} & \\bf{Easting} & \\bf{Northing} & \\bf{Elevation}\\\\ \hline

  • production/onslow_2006/report/anuga.tex

    r3252 r3268  
    2020\begin{itemize}
    2121\item onshore and offshore elevation data (topographic and bathymetric data,
    22 see Section \ref{sec:data})
    23 \item initial conditions, such as initial water levels (e.g. determined by tides)
     22see Section \ref{sec:data}),
     23\item initial conditions, such as initial water levels (e.g. determined by tides),
    2424\item boundary condition (the tsunami source as described in
    25 Section \ref{sec:tsunamiscenario})
    26 \item computational requirements relating to the mesh construction
     25Section \ref{sec:tsunamiscenario}),
     26\item computational requirements relating to the mesh construction.
    2727\end{itemize}
    2828
    … …  
    3030extremes of the tidal regimes to understand the potential range of impacts
    3131from the event. The Highest Astronomical Tide (HAT) and Lowest
    32 Astronomical Tide (LAT) are defined as 1.5m AHD and -1.5m AHD
    33 respectively for Onslow, \cite{antt:06}, with Mean Sea Level approximately
    34 equal to 0m Australian Height Datum. These values are tidal
     32Astronomical Tide (LAT) are defined as 1.5m Australian Height Datum (AHD)
     33and -1.5m AHD respectively for Onslow, \cite{antt:06}, with
     34Mean Sea Level approximately equal to 0m AHD. These values are tidal
    3535predictions based on continous tidal observations from Standard Ports
    3636over a period of

  • production/onslow_2006/report/computational_setup.tex

    r3241 r3268  
    6363The resultant computational mesh is shown in Figure \ref{fig:mesh_onslow}.
    6464
    65 With these cell areas, the study area consists of 440150 triangles
     65With these cell areas, the study area consists of 401939 triangles
    6666in which water levels and momentums are tracked through time.
    6767The associated lateral accuracy

  • production/onslow_2006/report/damage.tex

    r3253 r3268  
    7474
    7575\begin{table}[h]
     76\begin{center}
     77\caption{Residential damage sustained for the MSL, HAT and LAT scenarios.}
    7678\label{table:damageoutput}
    77 \caption{Residential damage sustained for the MSL, HAT and LAT scenarios.}
    78 \begin{center}
    7979\begin{tabular}{|l|l|l|l|l|l|l|}\hline
    8080&Houses  & Houses  & Structural & Repair Cost \% & Contents & Contents Loss \% \\
    … …  
    8989
    9090\begin{table}[h]
     91\begin{center}
     92\caption{Injuries sustained for the MSL, HAT and LAT scenarios.}
    9193\label{table:injuries}
    92 \caption{Injuries sustained for the MSL, HAT and LAT scenarios.}
    93 \begin{center}
    9494\begin{tabular}{|l|l|l|l|l|l|}\hline
    9595&Minor & Moderate & Serious & Fatal \\ \hline

  • production/onslow_2006/report/damage_inputs.tex

    r3237 r3268  
    11\begin{table}
    2 \label{table:collapse}
     2\begin{center}
    33\caption{Framed residential building collapse probability. $h$ is the
    44inundation height (m) above ground where the ground floor height of 0.3m is
    55assumed.}
    6 \begin{center}
     6\label{table:collapse}
    77\begin{tabular}{|l|l|l|l|l|l|}\hline
    88Building Location &
    … …  
    1919
    2020\begin{table}
     21\begin{center}
     22\caption{Mortality and injury state probability}
    2123\label{table:casualty}
    22 \caption{Mortality and injury state probability}
    23 \begin{center}
    2424\begin{tabular}{|l|l|l|l|l|l|l|}\hline
    2525Hazard Exposure &       & Unharmed      &Minor
    … …  
    3737
    3838\begin{table}
     39\begin{center}
     40\caption{Injury level classifications}
    3941\label{table:injury}
    40 \caption{Injury level classifications}
    41 \begin{center}
    4242\begin{tabular*}{\textwidth}{|l|p{.695\textwidth}|}\hline
    4343Injury Severity Level   &Injury Description \\ \hline

  • production/onslow_2006/report/data.tex

    r3267 r3268  
    2121covering the NW Shelf. The DTED Level 2 data is ``bare earth'' with
    2222the DLI data is distored by vegetation and buildings. The WA DLI data
    23 is used for the simulation results which follow, due to the
    24 increased accuracy of the DLI data. Further discussion on the comparison
     23is used for the simulation results which follow, due to its overall
     24increased accuracy over the DTED data. Further discussion on the comparison
    2525between these data sets is deferred to Section \ref{sec:issues}.
    2626%However, the 30m
    … …  
    3939The coastline has been generated by
    4040using the aerial photography and two detailed surveys provided
    41 by WA Department of Planning and Infrastructure as the WA DLI data
    42 along the coast is error prone. {\bf confirm}
     41by WA DPI. The WA DLI data surrounding the coast is error prone and
     42has been clipped at the derived coastline. {\bf confirm}
    4343Appendix \ref{sec:metadata} provides more details and metadata for data
    4444used for this study.

  • production/onslow_2006/report/execsum.tex

    r3242 r3268  
    2020decision support tools consist of inundation
    2121maps overlaid on aerial photography of the region
    22 detailing critical infrastructure as as damage modelling estimates.
     22detailing critical infrastructure as well as damage modelling estimates.
    2323
    2424This report describes the modelling methodology and the results

  • production/onslow_2006/report/interpretation.tex

    r3267 r3268  
    1919
    2020\begin{table}
     21\begin{center}
     22\caption{Examples of a range of velocities.}
    2123\label{table:speedexamples}
    22 \caption{Examples of a range of velocities.}
    23 \begin{center}
    2424\begin{tabular}{|l|l|}\hline
    2525{\bf Velocity (m/s)} & {\bf Example} \\ \hline
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