1 | It is assumed that the earthquake is |
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2 | generated at the beginning of the simulation, i.e. time = 0 minutes. |
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3 | Stage is defined as the absolute |
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4 | water level (in metres) relative to AHD |
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5 | \footnote{For an offshore location such as Beadon Bay West, |
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6 | the initial water level will be that of the tidal scenario. In the |
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7 | case of MSL, this water level will be 0. As the tsunami wave moves |
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8 | through this point, the water height may grow and thus the stage will |
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9 | represent the amplitude of the wave.} For an onshore location such as the |
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10 | Light Tower, the actual water depth will be shown rather than the stage. |
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11 | Both stage and speed |
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12 | (in metres/second) for |
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13 | each scenario (HAT, MSL and LAT) are shown |
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14 | on consistent scales to allow comparison between point locations. |
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15 | As a useful benchmark, Table \ref{table:speedexamples} |
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16 | describes typical examples for a range of speeds found in the |
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17 | simulations. |
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18 | |
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19 | \begin{table}[h] |
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20 | \label{table:speedexamples} |
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21 | \caption{Examples of a range of velocities.} |
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22 | \begin{center} |
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23 | \begin{tabular}{|l|l|}\hline |
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24 | {\bf Velocity (m/s)} & {\bf Example} \\ \hline |
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25 | 1 & leisurely stroll pace\\ \hline |
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26 | 1.5 & average walking pace \\ \hline |
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27 | %2 & 100m Olympic male freestyle \\ \hline |
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28 | %3 & mackeral \\ \hline |
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29 | 4 & average person can maintain running for 1000m \\ \hline |
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30 | %5 & blue whale \\ \hline |
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31 | 10 & 100m Olympic male sprinter \\ \hline |
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32 | 16 & car travelling in urban zones (60 km/hr) \\ \hline |
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33 | \end{tabular} |
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34 | \end{center} |
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35 | \end{table} |
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36 | |
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37 | A tsunami wave typically has a small amplitude and typically travels at 100's of kilometres per hour. |
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38 | The low amplitude complicates the ability to detect |
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39 | the wave. As the water depth decreases, |
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40 | the speed of the wave |
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41 | decreases and the amplitude grows. Another important feature of tsunamis |
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42 | is drawdown. This means that the water is seen to retreat from the beaches |
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43 | before a tsunami wave |
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44 | impacts that location. Other features |
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45 | include reflections (where the wave is redirected due to the |
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46 | influence |
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47 | of the coast) and shoaling (where the wave's amplitude is amplified |
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48 | close to the coast due to wave interactions). |
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49 | These features are seen in these scenarios, and are consistent |
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50 | for HAT, MSL and LAT. |
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51 | There is a small wave, followed |
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52 | by a large drawdown and then a large secondary wave. |
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53 | |
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54 | These |
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55 | features are illustrated in Figure \ref{fig:gaugeBeadonBayeast} |
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56 | where a small wave can be seen at around 200 mins. For the HAT |
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57 | case (shown in blue), the amplitude |
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58 | of the wave at this location is around 0.8 m\footnote{In this |
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59 | scenario, the initial water level is 1.5 m, which means that |
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60 | the actual amplitude is the difference between the stage value |
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61 | and the initial water level; 2.3 - 1.5}. |
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62 | The drawdown of 4.05 m (i.e. 2.3 - -1.75) then occurs at around 230 mins |
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63 | (i.e. 3.8 hours after the event has been generated), before |
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64 | the second wave arrives |
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65 | with an amplitude of around 3.6 m (i.e. 4.1 - 1.5). A further wave |
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66 | is then evident a short time later (around 255 mins) |
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67 | which further increases the amplitude to around 5 m (i.e. 6.6 - 1.5). |
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68 | These features are replicated at each of the offshore points (those |
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69 | points with negative elevation as shown in Table \ref{table:locations}). |
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70 | |
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71 | The wave amplitude is typically greater |
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72 | for those locations which are in the shallowest water. For example, |
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73 | the maximum wave amplitude at the Beadon Bay East location |
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74 | (Figure \ref{fig:gaugeBeadonBayeast}) is over |
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75 | 4.5m where the water depth would normally be 3.56 m. In the |
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76 | Beadon Bay West location (Figure \ref{fig:gaugeBeadonBaywest}) |
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77 | where the water depth would normally be 4.62 m, |
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78 | the maximum wave amplitude is much less (around 3 m). The wave amplitude |
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79 | at the West of Groyne location (Figure \ref{fig:gaugeWestofGroyne}) |
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80 | is not greater than that seen |
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81 | at the Beadon Bay East location, even though the water depth is |
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82 | much less, at 2.11m. This is probably due to its proximity |
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83 | to the groyne\footnote{A groyne is a man made structure to combat |
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84 | coastal erosion.} |
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85 | which has impeded the tsunami wave to some degree. However, the |
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86 | maximum speed found amongst the locations is at the West of Groyne |
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87 | point which is in the shallowest water. |
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88 | |
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89 | The speed of the tsunami sharply increases as it moves onshore. There |
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90 | is minimal inundation found at the locations chosen, with the Bindi Bindi |
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91 | community receiving the greatest inundation for all tidal scenarios. |
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92 | At HAT, the community would receive over 1 m of inundation with |
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93 | the water moving through the community at approximately 16 m/s. Referring |
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94 | to Table \ref{table:speedexamples}, a person in this location could |
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95 | not outrun this water movement. A small amount of water is found |
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96 | at the hospital (10 cm). Whilst this seems minimal, the water is moving |
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97 | at around 6 m/s which could dislodge some items if the water was able to enter the hospital. |
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