Changeset 3379


Ignore:
Timestamp:
Jul 19, 2006, 1:43:07 PM (18 years ago)
Author:
sexton
Message:

minor updates

Location:
production/pt_hedland_2006/report
Files:
5 edited

Legend:

Unmodified
Added
Removed
  • production/pt_hedland_2006/report/HAT_map.tex

    r3376 r3379  
    11\begin{sidewaysfigure}
    2 \centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/pt_hedland_high_tide.jpg}} 
     2\centerline{ \includegraphics[width=\paperwidth]{../report_figures/pt_hedland_high_tide.jpg}} 
    33\caption{Maximum inundation map for HAT scenario for Pt Hedland region (in m). Data: WA DLI, DPI and AHO.} 
    44\label{fig:HAT_max_inundation}
  • production/pt_hedland_2006/report/LAT_map.tex

    r3376 r3379  
    11\begin{sidewaysfigure}
    2 \centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/pt_hedland_low_tide.jpg}} 
     2\centerline{ \includegraphics[width=\paperwidth]{../report_figures/pt_hedland_low_tide.jpg}} 
    33\caption{Maximum inundation map for LAT scenario for Port Hedland region (in m). Data: WA DLI, DPI and AHO.} 
    44\label{fig:LAT_max_inundation}
  • production/pt_hedland_2006/report/MSL_map.tex

    r3376 r3379  
    11\begin{sidewaysfigure}[hbt]
    2 \centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/pt_hedland_mid_tide.jpg}} 
     2\centerline{ \includegraphics[width=\paperwidth]{../report_figures/pt_hedland_mid_tide.jpg}} 
    33\caption{Maximum inundation map for MSL scenario for Port Hedland region (in m). Data: WA DLI, DPI and AHO.} 
    44\label{fig:MSL_max_inundation}
  • production/pt_hedland_2006/report/damage.tex

    r3375 r3379  
    4747in Port Hedland\footnote{Population is determined by census data and the 1999
    4848ABS housing survey}.
    49 The damage to the residential structures in the Onslow community
     49The damage to the residential structures in the Pt Hedland community
    5050is summarised in Table \ref{table:damageoutput}. The percentage
    5151of repair cost to structural value shown is based on the total structural value
    52 of \$60M. Likewise, the percentage of contents loss shown is
    53 based on the total contents value of \$85M for
     52of \$M. Likewise, the percentage of contents loss shown is
     53based on the total contents value of \$M for
    5454the Onslow region.
    5555%The injuries sustained is summarised in Table \ref{table:injuries}.
     
    6666& of Total Value & Losses & of Total Value \\ \hline
    6767%MSL & & 1 & \$ &   \% & \$ &  \% \\ \hline
    68 HAT 68& 1&\$6M & &\$13M & & \\ \hline
     68HAT & &\$M & &\$M & & \\ \hline
    6969%LAT & & & & & & \\ \hline
    7070\end{tabular}
  • production/pt_hedland_2006/report/pt_hedland_2006_report.tex

    r3374 r3379  
    109109 
    110110\begin{sidewaysfigure}
    111  \centerline{ \includegraphics[width=\pagewidth]{../report_figures/pt_hedland_gauge_map.jpg}}
     111 \centerline{ \includegraphics[width=\paperwidth]{../report_figures/pt_hedland_gauge_map.jpg}}
    112112\caption{Point locations used for Port Hedland study.} 
    113113\label{fig:points}
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