1 | The calculated run-up height and resulting inundation ashore is determined by |
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2 | the input topographic and bathymetric elevation, the forcing terms, the |
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3 | initial and boundary conditions, as well as the cell area of the computational |
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4 | mesh. |
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5 | Ideally, the data should adequately capture all complex features |
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6 | of the underlying bathymetry and topography. Any limitations |
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7 | in the resolution and accuracy of the data will introduce |
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8 | errors to the inundation maps, in addition to the range of approximations |
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9 | made within the model. |
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10 | |
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11 | Data for this study have been sourced from a number of agencies. With |
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12 | respect to the onshore data, the Defence Imagery and Geospatial |
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13 | Organisation (DIGO) supplied the Digital Terrain Elevation |
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14 | Data Level 2 (DTED) which has been authorised for Australian Tsunami |
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15 | Warning System use only. The resolution of this data is 1 second |
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16 | (about 30 metres), and has been produced from 1:50 000 contours, elevations and |
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17 | drainage. In addition, the Department of Land Information (DLI) has provided a |
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18 | 20m Digital Elevation Model (DEM) and orthophotography |
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19 | covering the NW Shelf. The DTED Level 2 data is ``bare earth'' and |
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20 | the DLI data distorted by vegetation and buildings. |
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21 | |
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22 | Figure \ref{fig:contours_compare}(a) shows the contour lines for |
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23 | HAT, MSL and LAT for Port Hedland 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. |
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27 | Figure \ref{fig:contours_compare}(b) shows |
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28 | the contour lines for HAT, MSL and LAT for Port Hedland using the WA DLI data. |
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29 | It is obvious that there are significant differences in each DEM with |
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30 | total station survey information and the knowledge |
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31 | of the HAT contour line pointing to increased confidence in the WA DLI |
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32 | data over the DTED data for use in the inundation modelling. |
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33 | The impact difference based on these two onshore data sets |
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34 | will be discussed in Section \ref{sec:issues}. |
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35 | |
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36 | |
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37 | \begin{figure}[p] |
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38 | \center{(a)} |
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39 | \centerline{ \includegraphics[width=150mm, height=100mm] |
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40 | {../report_figures/pt_hedland_dted_contour.jpg}} |
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41 | |
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42 | % \caption{Port Hedland region showing the -3.9m AHD (LAT), 0m AHD (MSL) |
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43 | %and -3.6m AHD (LAT) contour lines using the DTED Level 2 data.} |
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44 | % \label{fig:contours_dted} |
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45 | %\end{figure} |
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46 | |
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47 | %\begin{figure}[hbt] |
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48 | \center{(b)} |
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49 | \centerline{ \includegraphics[width=150mm, height=100mm] |
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50 | {../report_figures/pt_hedland_dli_contour.jpg}} |
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51 | |
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52 | \caption{Port Hedland region showing the -3.9m AHD (LAT), 0m AHD (MSL) |
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53 | and 3.6m AHD (HAT) contour lines using the (a) DTED Level 2 data and |
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54 | the (b) WA DLI data.} |
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55 | % \label{fig:contours_dli} |
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56 | \label{fig:contours_compare} |
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57 | \end{figure} |
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58 | |
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59 | With respect to the offshore data, the Department of Planning and |
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60 | Infrastructure (DPI) have provided state digital fairsheet data around |
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61 | Port Hedland. This data cover only a very small geographic area. (Note, |
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62 | similar data have been provided by DPI for Onslow and Broome.) |
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63 | The Australian Hydrographic Office (AHO) has supplied extensive |
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64 | fairsheet data which has also been utilised. In contrast to the onshore data, the offshore data is a series of survey points which is typically not supplied on a fixed grid. In addition, offshore data typically does not have the coverage of the onshore data, and often the offshore data will have gaps where surveys have not been conducted. |
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65 | The coastline has been generated by |
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66 | using the aerial photography and two detailed surveys provided |
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67 | by WA DPI. |
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68 | The WA DLI data surrounding the coast are error prone and |
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69 | have been clipped at the derived coastline. |
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70 | Appendix \ref{sec:metadata} provides more details and the supporting metadata |
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71 | for this study. |
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72 | Table \ref{table:data} summarises the available data for this study. |
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73 | Figure \ref{fig:pthedlanddataarea} shows the offshore data indicating a number of gaps. |
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74 | |
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75 | \begin{table} |
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76 | \caption{Available data for the North West shelf tsunami inundation studies.} |
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77 | \label{table:data} |
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78 | \begin{center} |
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79 | \begin{tabular}{|l|l|}\hline |
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80 | Data & Detail \\ \hline |
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81 | DIGO DTED Level 2 & Onshore, 1 second $\approx$ 30m \\ \hline |
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82 | DLI & Onshore, 20m DEM and orthophotography \\ \hline |
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83 | DPI & Offshore, fairsheet data around Port Hedland \\ \hline |
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84 | AHO & Offshore, fairsheet data for North West Shelf region \\ \hline |
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85 | \end{tabular} |
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86 | \end{center} |
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87 | \end{table} |
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88 | |
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89 | \begin{figure}[hbt] |
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90 | |
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91 | \centerline{ \includegraphics[width=100mm, height=75mm] |
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92 | {../report_figures/pt_hedland_data_extent.png}} |
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93 | |
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94 | \caption{Data extent for Port Hedland scenario. Offshore data shown in blue |
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95 | and onshore data in green.} |
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96 | \label{fig:pthedlanddataarea} |
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97 | \end{figure} |
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98 | |
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99 | |
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100 | \pagebreak |
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101 | |
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102 | |
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103 | |
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104 | |
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