Ignore:
Timestamp:
Jul 13, 2006, 3:34:29 PM (18 years ago)
Author:
sexton
Message:

minor updates

Location:
production/onslow_2006
Files:
5 edited

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  • production/onslow_2006/make_report.py

    r3326 r3330  
    215215s = '\\begin{table} \\begin{center} \n'
    216216fid.write(s)
    217 s = '\caption{Defined point locations for %s study area.}' %scenario
     217s = '\caption{Defined point locations for %s study area.}' %scenario_name
    218218fid.write(s)
    219219s = """

  • production/onslow_2006/report/damage.tex

    r3323 r3330  
    9494\begin{tabular}{|l|l|l|l|l|l|}\hline
    9595&Minor & Moderate & Serious & Fatal \\ \hline
    96 MSL &43 & 11 & 6 & 20 \\ \hline
     96MSL & &  &  & \\ \hline
    9797HAT & & & & \\ \hline
    9898LAT & & & & \\ \hline

  • production/onslow_2006/report/discussion.tex

    r3329 r3330  
    3737ashore when each data set is used to demonstrate the importance of using the
    3838best possible data set. The maximum inundation map is shown fo MSL in
    39 Figure \ref{fig:MSL_map_DTED} which can be compared with teh equivalent map for
    40 the WA DLI data, Figure \ref{fig:MSL_map}. Additionally, we show the time
    41 history of the water's stage and velocity for the point locations in
    42 Table \ref{table:locations} for both the DTED and DLI data at MSL. These
    43 results are shown in Section \ref{sec:timeseriescompare}.
     39Figure \ref{fig:MSL_map_DTED} which can be compared with the equivalent map for
     40the WA DLI data, Figure \ref{fig:MSL_map}. Given that the 1.5m contour
     41line is further from the coast for the DTED data than the DLI data, we
     42expect to see the inundation to reach further and thus be greater than
     43that seen in Figure \ref{fig:MSL_map}. This is confirmed by
     44Figure \ref{fig:MSL_map_DTED}. These results point to the need for the best
     45available data so that more accurate predictions regarding the
     46inundation can be made.
    4447
    4548\pagebreak
    … …  
    7679  \label{fig:MSL_map_DTED}
    7780\end{figure}
     81
     82Additionally, we show the time
     83history of the water's stage and velocity for the point locations in
     84Table \ref{table:locations} for both the DTED and DLI data at MSL. These
     85results are shown in Section \ref{sec:timeseriescompare}.
     86
     87
     88

  • production/onslow_2006/report/interpretation.tex

    r3323 r3330  
    4747after the drawdown ranges from approximately 2m in the
    4848west of Beadon Bay (Figure \ref{fig:gaugeBeadonBaywest})
    49 to 1.5m in the east of Beadon Bay
    50 (Figure \ref{fig:gaugeBeadonBayeast}).
     49to over 3m in the mouth of Beadon Creek
     50(Figure \ref{fig:gaugeBeadonCreekmouth}).
    5151The speed
    5252sharply increases at drawdown with further increases as the
    5353wave grows in amplitude.
    54 There is an increased amplitude of approximately 3m found in
     54There is an increased amplitude of approximately 4m found in
    5555east of Beadon Bay for the secondary wave, as opposed to the first wave.
    56 This feature is also evident at the West of Groyne location.
     56This feature is also evident at the West of Groyne location but
     57with decreased amplitude.
    5758This may be due to the geography of the bay, including the groyne west of
    5859the creek mouth opening, the local bathymetry
    … …  
    6061
    6162The maximum speed found for the offshore locations occur at the West of
    62 Groyne location (Figure \ref{fig:gaugeWestofGroyne})
    63 with speeds halved at the Beadon Bay west location.
    64 The speed at west of Beadon Bay is greater than the east of Beadon
    65 Bay location (Figure \ref{fig:gaugeBeadonBayeast}).
    66 There is similar differences in amplitude (from drawdown to maximum
    67 amplitude), however, the western location is in deeper water than the eastern
    68 location which may indicate the increased speed found in the east of the
    69 bay.  Subsequent drawdowns are seen as the multitude of waves which make up the
     63Groyne location (Figure \ref{fig:gaugeWestofGroyne}).
     64The speeds at west and east of Beadon Bay are quite similar
     65(Figure \ref{fig:gaugeBeadonBayeast} and Figure \ref{fig:gaugeBeadonBaywest}).
     66however, there are increased amplitudes (from drawdown to maximum
     67amplitude), in the eastern location which is in shallower water than the western
     68location.
     69Subsequent drawdowns are seen as the multitude of waves which make up the
    7070event (see Figure \ref{fig:MOSTsolution}) propagate towards the shore.
    7171
    … …  
    7676
    7777It is evident that the sand dunes west of
    78 Onslow are very effective in halting the tsunami wave which rise to approximately
    79 10m in height,
     78Onslow are very effective in halting the tsunami wave,
    8079see Figure \ref{fig:MSL_max_inundation}.
    81 %There is inundation between the sand dunes at high
    82 %tide, Figure \ref{fig:HAT_max_inundation}, however, this water
    83 %penetrated from the north east (via
    84 %Onslow town centre) rather than seaward.
    85 The same feature is evident for the sand dunes east of Onslow which
    86 rise to 15m in height. Currently, we do not model changes
     80There is inundation between the western sand dunes at high
     81tide, Figure \ref{fig:HAT_max_inundation}, however, this water
     82penetrated from the north east (via
     83Onslow town centre) rather than seaward. (The DEM indicates that
     84this area is under 1.5m which is automatically deemed to inundated
     85at HAT.)
     86The same feature is evident for the sand dunes east of Onslow.
     87Currently, we do not model changes
    8788to the bathymetry or topography due to effects of the water flow.
    8889Therefore, we do not know whether these sand dunes would withstand the
    8990transmitted energy of the tsunami wave.
    90 The tsunami wave penetrates the river east of Onslow with wave height
    91 approximately 2m at the mouth
     91The tsunami wave penetrates the river east of Onslow with a wave height
     92over 2m at the mouth
    9293(Figure \ref{fig:gaugeBeadonCreekmouth})
    9394and inundation

  • production/onslow_2006/report/summary.tex

    r3300 r3330  
    1818
    1919\begin{itemize}
    20 \item Sourcing of data sets
     20\item Sourcing of data sets,
    2121\item Investigation of solution sensitivity to cell resolution,
    22 bathymetry and tsunami source uncertainties
    23 \item Location of boundary for simulation study area
    24 \item Investigation of friction coefficients
     22bathymetry and tsunami source uncertainties,
     23\item Location of boundary for simulation study area, and
     24\item Investigation of friction coefficients.
    2525\end{itemize}
    2626
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