Changeset 4105
- Timestamp:
- Dec 20, 2006, 2:29:49 PM (18 years ago)
- Location:
- anuga_work/production/sydney_2006
- Files:
-
- 14 added
- 1 deleted
- 14 edited
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anuga_work/production/sydney_2006/report/anuga_setup.tex
r4093 r4105 98 98 99 99 100 \begin{table} 100 \begin{table}[h] 101 101 \begin{center} 102 102 -
anuga_work/production/sydney_2006/report/bulli_A_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/bulliA.jpg}}5 \caption{Maximum inundation map for the Bulli slide in region A. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/bulliA.jpg}} 5 \caption{Maximum inundation map for the Bulli slide in region A. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:bulliA} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/bulli_B_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/bulliB.jpg}}5 \caption{Maximum inundation map for the Bulli slide in region B. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/bulliB.jpg}} 5 \caption{Maximum inundation map for the Bulli slide in region B. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:bulliB} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/bulli_C_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/bulliC.jpg}}5 \caption{Maximum inundation map for the Bulli slide in region C. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/bulliC.jpg}} 5 \caption{Maximum inundation map for the Bulli slide in region C. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:bulliC} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/data.tex
r4096 r4105 16 16 A 100m DEM for NSW has recently been built by Krishna 17 17 Nadimpalli (in 2005 for the Catastrophic Disasters Working Group). 18 NSW D LIsupplied a 25m onshore DEM authorised for use within GA for18 NSW Department of Lands supplied a 25m onshore DEM authorised for use within GA for 19 19 and State and Federal Government purposes. Available bathymetric data 20 20 held within GA at that time was then used to construct a seamless 100m -
anuga_work/production/sydney_2006/report/interpretation.tex
r4096 r4105 1 2 The modelling has considered three separate regions based on the location 3 of the potential slide failures. The regions A, B and C refer 4 to Wollongong, Sydney and Newcastle. Figure \ref{fig:overallmodel} shows 5 each model with respect to each other, with Appendix \ref{sec:anugasetup} 6 showing the detail for each study region. 7 8 \begin{figure} 9 \centerline{\includegraphics[scale=0.4]{../report_figures/overallmodel.jpg}} 10 \caption{NSW region showing the location of each study region.} 11 \label{fig:overallmodel} 12 \end{figure} 1 13 2 14 The purpose of this section is show the maximum inundation map for each … … 11 23 of varied volume. 12 24 13 \begin{table} 25 \begin{table}[h] 14 26 \begin{center} 15 27 … … 17 29 \begin{tabular}{|l|l|l|l|}\hline 18 30 {\bf Parameter} & {\bf Bulli} & {\bf Shovel} & {\bf Yacaaba }\\ \hline 19 Length & 16840 m & 13500 m & 7050 m\\ \hline20 Width & 8860 m & 4350 m & 3080 m\\ \hline21 Thickness & 424 m & 165 m & 144 m\\ \hline22 Density & 1.46 & 1.49 & 1.48\\ \hline23 Water depth to centre of mass & 2087 m & 968 m & 1119 m\\ \hline24 Bathymetric slope & 4 \degree & 4 \degree & 3 \degree\\ \hline25 Angular orientation & 126 \degree & 118 \degree & 133 \degree\\ \hline31 Length (m) & 16840 & 13500 & 7050 \\ \hline 32 Width (m) & 8860 & 4350 & 3080 \\ \hline 33 Thickness (m) & 424 & 165 & 144 \\ \hline 34 Density g m$^{-3}$ & 1.46 & 1.49 & 1.48 \\ \hline 35 Water depth to centre of mass (m) & 2087 & 968 & 1119 \\ \hline 36 Bathymetric slope (\degree) & 4 & 4 & 3 \\ \hline 37 Angular orientation (\degree) & 126 & 118 & 133 \\ \hline 26 38 \end{tabular} 27 39 … … 29 41 \end{table} 30 42 31 The modelling has considered three separate regions based on the location 32 of the potential slide failures. The regions A, B and C refer 33 to Wollongong, Sydney and Newcastle. See Appendix \ref{sec:anugasetup} 34 for the extent of each region. 43 35 44 36 45 Figures \ref{fig:bulliA}, \ref{fig:bulliB} and \ref{fig:bulliC} … … 45 54 characteristic three dimensional 46 55 amplitude is determined as a function of depth for each 47 slide volume (see Appendix \ref{sec:smfmodel} .48 The location of each specific slide ismarked on its56 slide volume (see Appendix \ref{sec:smfmodel} for details) 57 with the location of each specific slide marked on its 49 58 corresponding volume. 50 59 As Figure \ref{fig:depthvsamp} shows, even though the Bulli and Shovel … … 53 62 54 63 \begin{figure} 55 \centerline{\includegraphics {../report_figures/depth_vs_amp_dataslide.jpg}}64 \centerline{\includegraphics[scale=0.4]{../report_figures/depthvsampdataslide.png}} 56 65 \caption{Relationship between characteristic 3D amplitude and depth 57 66 for each slide volume.} -
anuga_work/production/sydney_2006/report/shovel_A_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/shovelA.jpg}}5 \caption{Maximum inundation map for the Shovel slide in region A. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/shovelA.jpg}} 5 \caption{Maximum inundation map for the Shovel slide in region A. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:shovelA} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/shovel_B_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/shovelB.jpg}}5 \caption{Maximum inundation map for the Shovel slide in region B. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/shovelB.jpg}} 5 \caption{Maximum inundation map for the Shovel slide in region B. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:shovelB} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/shovel_C_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/shovelC.jpg}}5 \caption{Maximum inundation map for the Shovel slide in region C. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/shovelC.jpg}} 5 \caption{Maximum inundation map for the Shovel slide in region C. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:shovelC} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/smfmodel.tex
r4096 r4105 1 2 3 \begin{table} 1 \begin{table}[h] 4 2 \begin{center} 3 \caption{Variables used in slide submarine mass failure model.} 5 4 \begin{tabular}{|l|l|}\hline 6 5 Variable name & Quantity \\ \hline … … 27 26 initial acceleration 28 27 29 $$a_0 = g \sin \theta (\frac{ gamma-1}{gamma + C_m}) (1 - \frac{\tan \psi}{\tan \theta})$$28 $$a_0 = g \sin \theta (\frac{\gamma-1}{\gamma + C_m}) (1 - \frac{\tan \psi}{\tan \theta})$$ 30 29 31 30 theoretical terminal velocity … … 40 39 From these parameters, further parameters are derived which describe the water displacement produced by the slide: 41 40 41 42 42 characteristic tsunami wavelength 43 43 … … 46 46 characteristic two dimensional amplitude 47 47 48 $$\eta_{0,2D} = s_0 (0.0574 - 0.0431 sin \theta) (\frac{T}{b})49 (\frac{b \sin \theta}{d})^ 1.25(1 - \exp(-2.2(\gamma-1) ) ) $$48 $$\eta_{0,2D} = s_0 (0.0574 - 0.0431 \sin \theta) (\frac{T}{b}) 49 (\frac{b \sin \theta}{d})^{1.25} (1 - \exp(-2.2(\gamma-1) ) ) $$ 50 50 51 51 characteristic three dimensional amplitude 52 52 53 $$\eta_{0,3D} = \frac{\eta_{0,2D}}{1 + 15.5 \sqrt{ \frac{d}{b sin \theta}}} $$53 $$\eta_{0,3D} = \frac{\eta_{0,2D}}{1 + 15.5 \sqrt{ \frac{d}{b \sin \theta}}} $$ 54 54 55 55 Assuming a double Gaussian relationship in the $x$ direction (tsunami length) and a $\sech^2$ -
anuga_work/production/sydney_2006/report/sydney_2006_report.tex
r4096 r4105 117 117 \input{anuga_setup} 118 118 119 \clearpage 120 119 121 \section{Submarine Mass Failure Model} 120 122 \label{sec:smfmodel} -
anuga_work/production/sydney_2006/report/yacaaba_A_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/yacaabaA.jpg}}5 \caption{Maximum inundation map for the Yacaaba slide in region A. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/yacaabaA.jpg}} 5 \caption{Maximum inundation map for the Yacaaba slide in region A. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:yacaabaA} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/yacaaba_B_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/yacaabaB.jpg}}5 \caption{Maximum inundation map for the Yacaaba slide in region B. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/yacaabaB.jpg}} 5 \caption{Maximum inundation map for the Yacaaba slide in region B. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:yacaabaB} 7 7 %\end{sidewaysfigure} -
anuga_work/production/sydney_2006/report/yacaaba_C_map.tex
r4090 r4105 2 2 3 3 \begin{figure} 4 %\centerline{ \includegraphics[scale=0.6]{../report_figures/yacaabaC.jpg}}5 \caption{Maximum inundation map for the Yacaaba slide in region C. Data: NSW D LIand AHO.}4 \centerline{ \includegraphics[scale=0.6]{../report_figures/yacaabaC.jpg}} 5 \caption{Maximum inundation map for the Yacaaba slide in region C. Data: NSW Department of Lands and AHO.} 6 6 \label{fig:yacaabaC} 7 7 %\end{sidewaysfigure}
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