1 | The following subsections detail the time series at select locations |
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2 | for high, low and zero tide conditions. These locations have |
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3 | been chosen to assist in describing the features of the tsunami wave |
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4 | and the resultant impact ashore. It is evident from \ref{fig:ic_high} |
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5 | that the DEM ... |
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6 | |
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7 | \begin{figure}[hbt] |
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8 | |
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9 | %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.png}} |
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10 | |
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11 | \caption{Initial condition for mean sea level.} |
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12 | \label{fig:ic_zero} |
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13 | \end{figure} |
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14 | |
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15 | \begin{figure}[hbt] |
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16 | |
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17 | %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.png}} |
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18 | |
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19 | \caption{Initial condition for lowest astronomical tide.} |
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20 | \label{fig:ic_low} |
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21 | \end{figure} |
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22 | |
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23 | \begin{figure}[hbt] |
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24 | |
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25 | %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.png}} |
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26 | |
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27 | \caption{Initial condition for highest astronomical tide.} |
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28 | \label{fig:ic_high} |
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29 | \end{figure} |
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30 | |
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31 | |
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32 | What are the features of the tsunami wave? |
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33 | direction? multiple waves? amplitude offshore? |
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34 | |
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35 | It is evident for each simulation that the sand dunes west of Onslow |
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36 | are very effective in halting the tsunami wave. The height of these |
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37 | sand dunes are approximately 10m which is more than enough to halt |
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38 | the largest of the tsunami waves which occurs for the |
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39 | high tide simulation. There is inundation between the sand dunes at high |
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40 | tide, however, this water penetrated from the north east (via |
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41 | Onslow town cetnre) rather than seaward. |
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42 | The same feature is evident for the sand dunes east of Onslow which |
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43 | rise to 15m in height. Currently, ANUGA can not model changes |
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44 | to the bathymetry or topography due to effects of the water flow. |
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45 | Therefore, we do not know whether these sand dunes would withstand the |
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46 | transmitted energy of the tsunami wave. |
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47 | |
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48 | The wave penetrates the river east of Onslow with increasingly |
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49 | greater inundation as the tide changes from LAT to HAT. |
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50 | |
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51 | As expected, there is greater inundation at high tide. The major road |
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52 | into Onslow, the Onslow Mount Stuart Rd, remains free of inundation for |
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53 | all tidal scenarios. Beadon Creek Rd which services the wharf in the |
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54 | river becomes increasingly inundated as the tide rises. Only the |
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55 | entry to the wharf on Beadon Creek Rd is sufficiently inundated at LAT |
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56 | to stop traffic. At HAT however, essentially the entire road |
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57 | would be impassable. |
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58 | |
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59 | There is significant inundation of at |
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60 | least 2m on the foreshore of Onslow for zero and high tide. |
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61 | The inundation extent increases as the tide rises, pushing the edges |
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62 | of the majority of the road infrastructure in the Onslow town centre. |
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