1 | %As part of the CRA, it was decided to provide results for the |
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2 | %extremes of the tidal regimes to understand the potential range of impacts |
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3 | %from the event. The Highest Astronomical Tide (HAT) and Lowest |
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4 | %Astronomical Tide (LAT) are defined as 1.5m AHD and -1.5m AHD |
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5 | %respectively for Onslow, \cite{antt:06}. These values are tidal |
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6 | %predictions based on continous tidal observations from Standard Ports |
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7 | %over a period of |
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8 | %at least one year, with the Australian Hydrographic Service |
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9 | %recommending this be extended to three years to capture |
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10 | %changes to the mean sea level. Onslow is listed as |
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11 | %a Standard Port. |
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12 | |
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13 | %As an aside, current work at GA is |
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14 | %extracting information from LANDSAT imagery to reconstruct the |
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15 | %tidal variations for various WA locations. Future modelling of |
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16 | %these areas will incorporate this information. |
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17 | |
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18 | Initial simulations for this study used the DIGO DTED Level 2 data |
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19 | (see Section \ref{sec:data}) due to the fact it is |
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20 | ``bare earth'', whereas the DLI data is distorted by |
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21 | vegetation and buildings. |
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22 | Figure \ref{fig:contours_dted} shows the contour lines for |
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23 | HAT, MSL and LAT for Onslow using the DTED data where it is evident |
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24 | that the extent of the tidal inundation is exaggerated. This is due to |
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25 | short comings with the digital elevation model (DEM) created from |
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26 | the DTED data. The DEM has been |
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27 | derived from 20m contour lines. {\bf Need some words from hamish here.} |
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28 | As a result, we turned to the WA DLI onshore data to present |
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29 | the results in this report. Figure \ref{fig:contours_dli} shows |
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30 | the contour lines for HAT, MSL and LAT for Onslow using the WA DLI data. |
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31 | It is obvious that there are significant differences in each DEM with |
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32 | secondary information regarding total station surveys and the knowledge |
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33 | of the HAT contour line pointing to increased confidence in the WA DLI |
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34 | data over the DTED data for use in inundation modelling. |
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35 | |
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36 | \begin{figure}[hbt] |
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37 | |
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38 | \centerline{ \includegraphics[width=150mm, height=100mm] |
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39 | {../report_figures/onslow_dted_contour.jpg}} |
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40 | |
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41 | \caption{Onslow region showing the -1.5m AHD (LAT), 0m AHD (MSL) |
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42 | and -1.5m AHD (LAT) contour lines using the DTED Level 2 data.} |
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43 | \label{fig:contours_dted} |
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44 | \end{figure} |
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45 | |
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46 | \begin{figure}[hbt] |
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47 | |
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48 | \centerline{ \includegraphics[width=150mm, height=100mm] |
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49 | {../report_figures/onslow_dli_contour.jpg}} |
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50 | |
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51 | \caption{Onslow region showing the -1.5m AHD (LAT), 0m AHD (MSL) |
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52 | and -1.5m AHD (LAT) contour lines using the WA DLI data.} |
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53 | \label{fig:contours_dli} |
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54 | \end{figure} |
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55 | |
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56 | The purpose of this section then is to |
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57 | show the differences to the impact ashore when each data set is used |
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58 | to demonstrate the importance of using the best possible data set. As |
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59 | before, we show the time history of the water's stage and velocity for the |
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60 | point locations in Table \ref{table:locations} for both the DTED and |
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61 | DLI data at MSL. |
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62 | These results are shown in Section \ref{sec:timeseriescompare}. |
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63 | |
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