Changeset 3373


Ignore:
Timestamp:
Jul 19, 2006, 12:39:13 PM (19 years ago)
Author:
sexton
Message:

tex updates

Location:
production/pt_hedland_2006/report
Files:
5 edited

Legend:

Unmodified
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  • production/pt_hedland_2006/report/damage.tex

    r3364 r3373  
    9090and would be therefore overlooked in damage model estimates.
    9191
    92 There are four indigeneous communities located in this study area as seen
    93 in \ref{fig:communities}. The community located in a potentially vulnerable
     92There are four indigeneous communities located in this study area.
     93The community located in a potentially vulnerable
    9494position
    9595(on the headland) is Tjalka Boorda whose population is not registered.
    … …  
    9797During the HAT scenario, over ?m of water will inundate parts of the community causing significant impact?
    9898
    99 \begin{figure}[hbt]
    100 
    101   \centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/pt_hedland_communities.png}}
    102 
    103   \caption{Location of indigeneous communities in study area.}
    104   \label{fig:communities}
    105 \end{figure}
    106 
    10799\begin{center}
    108 \begin{tabular}{|l|l|l|}\hline
     100\begin{tabular}{|l|l|l|l|}\hline
    109101Easting  & Northing     & Community     & Population \\ \hline
    110 677055.8541&    7742819.31&      Tjalkli Warra& 100 \\ \hline
    111 690756.9171&    7746148.981&     Jinparinya&    30 \\ \hline
    112 691091.3867&    7747119.611&     Punju Ngarugundi Njamal&       22 \\ \hline
    113 669526.1521&    7752820.507& Tjalka Boorda      & 0 \\ \hline
     102677055.85&      7742819.31&      Tjalkli Warra& 100 \\ \hline
     103690756.92&      7746148.99&      Jinparinya&    30 \\ \hline
     104691091.39&      7747119.61&      Punju Ngarugundi Njamal&       22 \\ \hline
     105669526.15&    7752820.51& Tjalka Boorda & 0 \\ \hline
    114106\end{tabular}
    115107\end{center}

  • production/pt_hedland_2006/report/data.tex

    r3372 r3373  
    6969have been clipped at the derived coastline.
    7070Appendix \ref{sec:metadata} provides more details and the supporting metadata
    71 for this study.
     71for this study, including images of the data extent.
    7272Table \ref{table:data} summarises the available data for this study.
    73 Figure \ref{fig:pthedlanddataarea} shows the offshore data indicating a number of gaps.
    7473
    7574\begin{table}

  • production/pt_hedland_2006/report/interpretation.tex

    r3364 r3373  
    6363Groyne location (Figure ).
    6464The speeds at west and east of Beadon Bay are quite similar
    65 (Figure } and Figure ).
     65(Figure and Figure ).
    6666However, there are increased amplitudes (from drawdown to maximum
    6767amplitude), in the eastern location which is in shallower water than the western
    … …  
    9191The tsunami wave penetrates the river east of Port Hedland with a wave height
    9292over 2m at the mouth
    93 (Figure \ref{fig:gaugeBeadonCreekmouth})
     93(Figure )
    9494and inundation
    9595exceeding 1m found at the Beadon Creek south of dock location (Figure
    96 \ref{fig:gaugeBeadonCreeksouthofdock}).
     96).
    9797The wave penetrates the river east of Port Hedland with increasingly
    9898greater inundation between the -1.5m AHD and 1.5m AHD simulations.
    … …  
    103103the intersection with Beadon Creek Rd. Beadon Creek Rd services the wharf in the
    104104river which becomes increasingly inundated as the initial condition
    105 changes from 0m AHD to 1.5m AHD. Only the
     105changes from 0m AHD to 3.9m AHD. Only the
    106106entry to the wharf on Beadon Creek Rd is sufficiently inundated to
    107 stop traffic at -1.5m AHD.
     107stop traffic at -3.6m AHD.
    108108At 1.5m AHD however, essentially the entire road would be impassable.
    109109
    110110There is significant inundation of at
    111 least 2m on the foreshore of Onslow for 0m AHD and 1.5m AHD.
     111least 2m on the foreshore of Onslow for 0m AHD and 3.6m AHD.
    112112The inundation extent increases as the initial condition increases above 0m AHD,
    113113reaching the southern boundaries of

  • production/pt_hedland_2006/report/latexoutput.tex

    r3366 r3373  
    3838 \label{fig:gaugeWaterTanks}
    3939 \end{figure}
     40\clearpage
    4041 
    4142\begin{figure}[hbt]
    … …  
    7879 \label{fig:gaugeRichardsonStreet}
    7980 \end{figure}
    80 
     81\clearpage
    8182\begin{figure}[hbt]
    8283 \centering
    … …  
    118119 \label{fig:gaugeNelsonPointWarf}
    119120 \end{figure}
     121\clearpage
    120122 
    121123\begin{figure}[hbt]

  • production/pt_hedland_2006/report/pt_hedland_2006_report.tex

    r3367 r3373  
    109109 
    110110\begin{figure}[hbt]
    111  \centerline{ \includegraphics[width=150mm, height=100mm]{../report_figures/pt_hedland_dli_gauge.jpg}}
     111 \centerline{ \includegraphics[width=150mm, height=100mm]{../report_figures/pt_hedland_gauge_map.jpg}}
    112112\caption{Point locations used for Port Hedland study.} 
    113113\label{fig:points}
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