Index: /production/onslow_2006/make_report.py
===================================================================
--- /production/onslow_2006/make_report.py	(revision 3063)
+++ /production/onslow_2006/make_report.py	(revision 3064)
@@ -85,5 +85,5 @@
                              label_id,
                              report = True,
-                             plot_quantity = ['stage', 'velocity'],
+                             plot_quantity = ['stage', 'speed'],
                              time_min = None,
                              time_max = None,
Index: /production/onslow_2006/report/HAT_damage.tex
===================================================================
--- /production/onslow_2006/report/HAT_damage.tex	(revision 3063)
+++ /production/onslow_2006/report/HAT_damage.tex	(revision 3064)
@@ -1,5 +1,5 @@
 \begin{figure}[hbt] 
 %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.jpg}}  
-\caption{Damage modelling for highest astronomical tide for Onslow region (in m).}  
+\caption{Damage modelling for 1.5 AHD for Onslow region.}  
 \label{fig:HAT_damage}
 \end{figure}
Index: /production/onslow_2006/report/HAT_map.tex
===================================================================
--- /production/onslow_2006/report/HAT_map.tex	(revision 3063)
+++ /production/onslow_2006/report/HAT_map.tex	(revision 3064)
@@ -1,5 +1,5 @@
 \begin{figure}[hbt] 
 %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.jpg}}  
-\caption{Maximum inundation map for highest astronomical tide for Onslow region (in m).}  
+\caption{Maximum inundation map for 1.5 AHD for Onslow region (in m).}  
 \label{fig:HAT_max_inundation}
 \end{figure}
Index: /production/onslow_2006/report/LAT_damage.tex
===================================================================
--- /production/onslow_2006/report/LAT_damage.tex	(revision 3063)
+++ /production/onslow_2006/report/LAT_damage.tex	(revision 3064)
@@ -1,5 +1,5 @@
 \begin{figure}[hbt] 
 %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.jpg}}  
-\caption{Damage modelling for lowest astronomical tide for Onslow region (in m).}  
+\caption{Damage modelling for -1.5 AHD for Onslow region.}  
 \label{fig:LAT_damage}
 \end{figure}
Index: /production/onslow_2006/report/LAT_map.tex
===================================================================
--- /production/onslow_2006/report/LAT_map.tex	(revision 3063)
+++ /production/onslow_2006/report/LAT_map.tex	(revision 3064)
@@ -1,5 +1,5 @@
 \begin{figure}[hbt] 
 %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.jpg}}  
-\caption{Maximum inundation map for lowest astronomical tide for Onslow region (in m).}  
+\caption{Maximum inundation map for -1.5 AHD for Onslow region (in m).}  
 \label{fig:LAT_max_inundation}
 \end{figure}
Index: /production/onslow_2006/report/MSL_damage.tex
===================================================================
--- /production/onslow_2006/report/MSL_damage.tex	(revision 3063)
+++ /production/onslow_2006/report/MSL_damage.tex	(revision 3064)
@@ -1,5 +1,5 @@
 \begin{figure}[hbt] 
 %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.jpg}}  
-\caption{Damage modelling for mean sea level for Onslow region (in m).}  
+\caption{Damage modelling for 0 AHD for Onslow region.}  
 \label{fig:MSL_damage}
 \end{figure}
Index: /production/onslow_2006/report/MSL_map.tex
===================================================================
--- /production/onslow_2006/report/MSL_map.tex	(revision 3063)
+++ /production/onslow_2006/report/MSL_map.tex	(revision 3064)
@@ -1,5 +1,5 @@
 \begin{figure}[hbt] 
 %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.jpg}}  
-\caption{Maximum inundation map for mean sea level for Onslow region (in m).}  
+\caption{Maximum inundation map for 0 AHD for Onslow region (in m).}  
 \label{fig:MSL_max_inundation}
 \end{figure}
Index: /production/onslow_2006/report/anuga.tex
===================================================================
--- /production/onslow_2006/report/anuga.tex	(revision 3064)
+++ /production/onslow_2006/report/anuga.tex	(revision 3064)
@@ -0,0 +1,77 @@
+
+The software tool, ANUGA \cite{ON:modsim}, has been used to develop the 
+inundation extent
+and associated water height at various points in space and time.
+ANUGA has been developed by GA and the Australian National University
+(ANU) to solve the nonlinear shallow water
+wave equation using the finite volume technique.
+An advantage of this technique is that the cell area can be changed
+according to areas of interest and that wetting and drying
+is treated robustly as part of the numerical scheme. 
+ANUGA is continually being developed and validated.
+As such, the current results represent ongoing work
+and may change in the future.
+
+The following set of information is required to undertake the tsunami
+inundation modelling;
+
+\begin{itemize}
+\item onshore and offshore elevation data (topographic and bathymetric data, 
+see Section \ref{sec:data})
+\item initial condition (e.g. determined by tides)
+\item boundary condition (the tsunami source as described in 
+Section \ref{sec:tsunami_scenario})
+\item forcing terms (such as wind)
+\item definition of a mesh parameter values
+\end{itemize}
+
+As part of the CRA, it was decided to provide results for the
+ends of the tidal regimes to understand the potential impact of the 
+event. Throughout the modelling process, a number of issues became
+evident. A standard assumption is that zero AHD is approximately 
+the same as Mean Sea Level (MSL). Implementing values for
+Highest Astronomical Tide (HAT) and Lowest Astronomical Tide (LAT)
+would inundate some regions of Onslow before we even begin the simulation.
+Further, the recored value for HAT will not be identical at each 
+point along the coastline. There
+is plenty of evidence suggesting different high tide marks (with respect
+to a set datum) within
+a localised region. As an aside, a current GA contract underway is
+extracting information from LANDSAT imagery to reconstruct the 
+tidal variations for various WA locations. Future modelling of
+these areas will incorporate this information.
+Further, the dynamics of
+tidal effects (that is, the changes in water height over time for
+the entire study area) is not currently modelled.
+In the simulations provided in this report, we assume that 
+increase of water height for the initial condition is consistently
+used for each mesh point in the study region. 
+
+We use three initial conditions in this report;
+-1.5 AHD, 0 AHD and 1.5 AHD. It is evident from Figure \ref{fig:ic} 
+that much of Onslow would be inundated at 1.5 AHD.
+Whilst bottom friction can be accommodated in ANUGA (as a forcing term), 
+we have not incorporated it 
+here as it is an open area of research on how the friction coefficients
+are determined.
+
+\begin{figure}[hbt]
+
+  \centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/contours.gif}}
+
+  \caption{Onslow regions showing the 1.5 AHD and -1.5 AHD contour lines.}
+  \label{fig:ic}
+\end{figure}
+
+It is important
+to refine the mesh to be commensurate with the underlying data especially in 
+those regions where complex behaviour will occur, such as the inter-tidal
+zone and estuaries. In modelling the tsunami wave in deep water, 
+it is suggested that the minimum model resolution 
+be such so that there are at least
+ten cells per wavelength. The modelling
+undertaken to develop the preliminary hazard map \cite{BC:FESA}
+used a 
+grid resolution which can adequately model tsunamis with a
+wavelength of 50km.
+
Index: /production/onslow_2006/report/computational_setup.tex
===================================================================
--- /production/onslow_2006/report/computational_setup.tex	(revision 3063)
+++ /production/onslow_2006/report/computational_setup.tex	(revision 3064)
@@ -1,14 +1,14 @@
-To initiate the modelling, the computational mesh is constructed to
-cover the available data. The resolution is chosen to balance
+To initiate the modelling, a computational triangular mesh is constructed to
+cover the study regions which has an area of around 6300 km$^2$. 
+The cell size is chosen to balance
 computational time and desired resolution in areas of interest,
-particularly in the interface between the on and offshore. The
-following figure illustrates the data extent for the 
-scenario and where further mesh refinement has been made. The choice
+particularly in the interface between the on and offshore. 
+Figure \ref{fig:onslow_area} illustrates the data extent for the 
+scenario, the study area and where further mesh refinement has been made. 
+The choice
 of the refinement is based around the important inter-tidal zones and
 other important features such as islands and rivers. The most northern
 boundary of the study area is placed approximately around the 100m contour
 line. 
-The resultant computational mesh is then seen in figure \ref{fig:mesh_onslow}
-which has an area of around 6300 km$^2$.
 
 \begin{figure}[hbt]
@@ -17,37 +17,49 @@
              {../report_figures/onslow_data_poly.png}}
 
-  \caption{Study area for Onslow scenario highlighting areas of increased refinement.}
+  \caption{Study area for Onslow scenario highlighting areas of increased refinement.
+The underlying data is as in Figure \ref{fig:onslow_data_area}.}
   \label{fig:onslow_area}
 \end{figure}
 
+For the simulations, we have chosen a cell area of 500 m$^2$ per triangle for the 
+region surrounding the Onslow town centre. It is worth noting here that the cell 
+area will be the maximum cell area within the defined region and that each cell in
+the region does not necessarily have the same area. The cell area is increased 
+to 2500 m$^2$ for the region surrounding the coast and further increased
+to 20000 m$^2$ for the region reaching approximately the 50m contour line.
+The remainder of the study area has a cell area of 100000 m$^2$.
+The resultant computational mesh is then seen in Figure \ref{fig:mesh_onslow}.
+
+With these cell areas in place, the study area consists of 440150 triangles
+in which water levels and momentums are tracked through time.
+The associated lateral accuracy 
+for these cell areas is approximatly 30m, 70m, 200m and 445m for the respective
+areas. This means
+that we can only be confident in the calculated inundation extent to approximately
+30m lateral accuracy within the Onslow town centre. 
+Referring to the discussion in Section \ref{sec:anuga}, it is important 
+to refine the mesh to be commensurate with the underlying data especially in 
+those regions where complex behaviour will occur, such as the inter-tidal
+zone and estuaries. Our choice of cell area for the region surrounding the
+Onslow town centre is commensurate with the onshore data used for this study 
+(see Section \ref{sec:data}). In contrast to the onshore data, the offshore
+data is a series of survey points which is typically not supplied on a fixed 
+grid which complicates the issue of determining an appropriate cell area. 
+If we refer to the discussion in Section \ref{sec:data} 
+on modelling a tsunami wave in deep water, we can determine an appropriate 
+cell area for the deeper water. Here,
+the wavelength of the tsunami wave is approximately 20km
+near the boundary, which indicates that our cell area is more than adequate
+to propagate the tsunami wave.
 
 \begin{figure}[hbt]
 
-  %\centerline{ \includegraphics[width=100mm, height=75mm]
-  %            {../report_figures/.png}}
+  \centerline{ \includegraphics[width=100mm, height=75mm]
+              {../report_figures/mesh.jpg}}
 
-  \caption{Computational mesh for Onslow study area}
+  \caption{Computational mesh for Onslow study area.}
   \label{fig:mesh_onslow}
 \end{figure}
 
-For the simulations, we have chosen a resolution of 500 m$^2$ for the 
-region surrounding the Onslow town centre. The resolution is increased 
-to 2500 m$^2$ for the region surrounding the coast and further increased
-to 20000 m$^2$ for the region reaching approximately the 50m contour line.
-The remainder of the study area has a resolution of 100000 m$^2$. 
-With these resolutions in place, the study area consists of 440150 triangles. 
-The associated accuracy 
-for these resolutions is approximatly 22m, 50m, 140m and 315m for the increasing
-resolutions. This means
-that we can only be confident in the calculated inundation to approximately
-22m accuracy within the Onslow town centre. 
-This is because ANUGA calculates whether each cell in the triangular
-mesh is wet or dry. It is important
-to refine the mesh to be commensurate with the underlying data especially in 
-those regions where complex behaviour will occur, such as the inter-tidal
-zone and estuaries. 
 
-Whilst friction has been incorporated into the model, we have not
-implemented it here. 
-We have an outstanding issue with regard how friction is
-modelled which is not yet resolved.
+
Index: /production/onslow_2006/report/damage.tex
===================================================================
--- /production/onslow_2006/report/damage.tex	(revision 3063)
+++ /production/onslow_2006/report/damage.tex	(revision 3064)
@@ -1,13 +1,18 @@
 
-This section deals with modelling the damage to infrastructure as a result
-of the inundation described in the previous sections. 
-The National Building Exposure Database (NBED) has been
+This section deals with impact modelling which covers damage
+modelling and economic impact analysis.
+
+Damage modelling refers to damage
+to infrastructure as a result
+of the inundation described in the previous sections. The infrastructure
+refers to residential structures only and is sourced from the 
+the National Building Exposure Database (NBED). The NBED has been
 created by Geoscience Australia so that consistent risk assessments for a range
-of natural hazards can be conducted~ 
-\footnote{http://www.ga.gov.au/urban/projects/ramp/NBED.jsp}. 
-The NBED contains information
-about buildings, people, infrastructure, structure value and building contents.
-It is important to note here that the NBED contains information about
-residential structures only. From this database, we find that there
+of natural hazards can be 
+conducted\footnote{http://www.ga.gov.au/urban/projects/ramp/NBED.jsp}. 
+It contains information
+about residential buildings, people, infrastructure, 
+structure value and building contents.
+From this database, we find that there
 are 325 residential structures and a population of approximately 770
 in Onslow \footnote{Population is determined by census data and an ABS housing survey). 
@@ -15,22 +20,18 @@
 Once the maximum inundation is calculated for each building, the resultant 
 damage 
-can then be determined as a function of its type and location from the 
+can be determined as a function of its type and location from the 
 coastline, \cite{ken:damage}.
+
+results here
 
 Impact on indigeneous communities are important considerations when determining
 tsunami impact, especially as a number of communities exist in coastal regions.
-These communities are typcially not included in national residential databases 
+These communities are typically not included in national residential databases 
 and would be therefore overlooked in damage model estimates.
 There is one indigeneous community located in this study area as seen
-in figure
-\ref{fig:communities}. The population of the Bindibindi community is 140 
+in Figure
+\ref{fig:gauges}. The population of the Bindibindi community is 140 
 and is situated in a potentially vulnerable location.
 
-\begin{figure}[hbt]
+discussion on Mary's outputs
 
-  \centerline{ \includegraphics[width=100mm, height=75mm]
-{../report_figures/onslow_communities.png}}
-
-  \caption{Location of indigeneous communities in study area.}
-  \label{fig:communities}
-\end{figure}
Index: /production/onslow_2006/report/data.tex
===================================================================
--- /production/onslow_2006/report/data.tex	(revision 3063)
+++ /production/onslow_2006/report/data.tex	(revision 3064)
@@ -1,13 +1,13 @@
 The calculated run-up height and resulting inundation ashore is determined by
-the input topographic and bathymetric data, the forcing terms, the
-initial and boundary conditions, as well as the cell resolution. It
-would be ideal if the data adequately captures all complex features
-of the underlying bathymetry and topography and that the cell
-resolution be commensurate with the underlying data. Any limitations
-in terms of resolution and accuracy in the data will introduce 
-errors to the inundation maps as well as the range of model approximations,
-including the cell resolution.
+the input topographic and bathymetric elevation, the forcing terms, the
+initial and boundary conditions, as well as the cell area of the computational
+mesh. 
+Ideally, the data should adequately capture all complex features
+of the underlying bathymetry and topography and that mesh
+is commensurate with the underlying data. Any limitations
+in the resolution and accuracy of the data will introduce 
+errors to the inundation maps as well as the model approximations.
 
-A number of sources have supplied data for this study. With
+Data for this study have been sourced from a number of agencies. With
 respect to the onshore data, the Defence Imagery and Geospatial
 Organisation (DIGO) supplied the DTED (Digital Terrain Elevation
@@ -15,14 +15,16 @@
 Warning System use only. This data has a resolution of 1 second
 (about 30 metres), produced from 1:50 000 contours, elevations and
-drainage. The Department of Land Information (DLI) has provided a
-20m DEM and orthophotography covering the NW Shelf. As the 30m
-DTED Level 2 data is bare earth we have chosen to use this as
-the onshore data set.
+drainage. In addition, the Department of Land Information (DLI) has provided a
+20m DEM and orthophotography covering the NW Shelf. However, the 30m
+DTED Level 2 data is "bare earth" whereas the DLI data is distorted by vegetation 
+and buildings so we have chosen to use the DTED as the onshore 
+topographic data set.
 
 With respect to the offshore data, the Department of Planning and
-Infrastructure have provided state digital fairsheet data around
+Infrastructure (DPI) have provided state digital fairsheet data around
 Onslow. This data covers only a very small geographic area. (Note,
-similar data has also been provided for Pt Hedland and Broome.) 
-The Australian Hydrographic Office fairsheet data has also been utilised.
+similar data has been provided for Pt Hedland and Broome by DPI.) 
+The Australian Hydrographic Office (AHO) has supplied extensive
+fairsheet data which has also been utilised.
 
 In summary,
@@ -34,14 +36,15 @@
 DLI & Onshore, 20m DEM and orthophotography \\ \hline
 DPI & Offshore, fairsheet data around Onslow \\ \hline
+AHO & Offshore, fairsheet data for North West Shelf region \\ \hline
 \end{tabular}
 \end{center}
 
 The coastline has been generated from the DIGO DTED Level 2 and modified
-using the aerial photography and the two detailed surveys provided
+using the aerial photography and two detailed surveys provided
 by WA Department of Planning and Infrastructure. 
 
 The extent of the
 data used for the tsunami impact modelling can be seen in the
-following figure. The study area covers approximately 100km of coastline
+Figure \ref{onslow_data_area}. The study area covers approximately 100km of coastline
 and extends offshore to the 100m contour line and inshore to approximately 10m
 elevation.
@@ -57,5 +60,5 @@
 
 
-Section \ref{sec:metadata} outlines the metadata for data used for
+Section \ref{sec:metadata} provid more details and metadata for data used for
 this study.
 
Index: /production/onslow_2006/report/interpretation.tex
===================================================================
--- /production/onslow_2006/report/interpretation.tex	(revision 3063)
+++ /production/onslow_2006/report/interpretation.tex	(revision 3064)
@@ -1,14 +1,17 @@
-%\clearpage
-The following subsections detail the time series at the locations
-described in the previous table
-%table \ref{table:gaugelocations}
-for Highest Astronomical Tide (HAT), Lowest Astronomical Tide (LAT) and 
-Mean Sea Level (MSL) conditions. These locations 
-have been chosen to assist in describing the features of the tsunami wave
-and the resultant impact ashore. Here, we assume that MSL coincides with 
-AHD zero. This is a standard assumption and confirmed with the WA DPI.
-The graph ranges for both stage and 
-velocity are made consistent for each of comparison. In addition, velocities 
-under 0.001 m/s are not shown. As a useful benchmark, the following table 
+
+The following attempts to describe the main features of the
+tsunami wave and resultant impact ashore. To assist this description, we have
+chosen a number of locations which we believe would be important
+in an emergency situation, such as the hospital and power station, or
+effect recovery efforts, such as the airport and docks. These locations
+are described in table \ref{table:gaugelocations} and shown in 
+Figure \ref{fig:gauges}. The supporting graphs are shown in
+Section \ref{sec:timeseries} which show how the stage and speed
+vary with time at a particular location. Stage is
+defined as the water depth above the point elevation.
+For ease of comparison,
+the graphs ranges are made consistent and speeds under 0.001 m/s
+are not shown. As a useful benchmark, the table 
+\ref{table:speed_examples}
 describes typical examples for a range of velocities found in the 
 simulations. 
@@ -32,62 +35,6 @@
 \end{table}
 
-In simulating different tidal conditions, we assume that the 
-tidal conditions are the same for all locations in the study region. 
-It is worth noting here that ANUGA does not model tidal effects (that is, 
-the change in water height over time). To incorporate this effect in 
-a consistent way would also involve having information about the 
-difference in tide heights for every location in the region. This 
-information is not available on a national scale, 
-therefore our approach of applying a uniform change in water 
-height is a reasonable one. 
 
-The Australian Hydrographic Office fair sheet for Onslow describes the 
-chart datum to be LAT with MSL and HAT being 1.5 and 3 respectively. This 
-then places HAT and LAT at 1.5 AHD and -1.5 AHD respectively. Other 
-detail on the chart describes the blah de blah mark to be MHWS.
-
-Hamish/Kathryn - does the Onslow coastline coincide with the yellow bit on the 
-Onslow map? If so, does that place AHD 0 at MHWS? 
-
-It is evident from figure \ref{fig:ic_high} 
-that much of Onslow would be inundated at Highest Astronomical Tide (HAT) 
-(1.5m above MSL).
-HAT is the projected tide on a 19 year cycle (occurring when a number of
-astronomical conditions happen simultaneously), and Mean High Water Springs 
-(MHWS) is the tide which is projected to occur ... (get the words
-from the ANTT 06). The 
-Australian National Tidal Tables 2006 determines MHWS for Onslow to be 1m 
-(adjusted to AHD) which also places regions within the study area under 
-water before a tsunami wave reaches the shore. Using HAT or even 
-MHWS in this way has significant infrastructure inundated which does not 
-seem reasonable. Therefore, we show results for MSL only and 
-provide a 
-qualitative discussion on the changes to the inundation at HAT and LAT.  
-
-\begin{figure}[hbt]
-
-  %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.png}}
-
-  \caption{Initial condition for mean sea level.}
-  \label{fig:ic_zero}
-\end{figure}
-
-\begin{figure}[hbt]
-
-  %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.png}}
-
-  \caption{Initial condition for lowest astronomical tide.}
-  \label{fig:ic_low}
-\end{figure}
-
-\begin{figure}[hbt]
-
-  %\centerline{ \includegraphics[width=100mm, height=75mm]{../report_figures/.png}}
-
-  \caption{Initial condition for highest astronomical tide.}
-  \label{fig:ic_high}
-\end{figure}
-
-Examining the offshore gauges, the drawdown prior to the tsunami wave 
+Examining the offshore locations, the drawdown prior to the tsunami wave 
 arriving at the shore can be seen to occur around 230 mins  
 (3.8 hours) after the tsunami is generated. 
@@ -95,5 +42,5 @@
 West of Groyne and the mouth of Beadon Creek, for example. The first wave 
 after the drawdown ranges from approximatly 2m in the 
-west of Beadon Bay to 1.5m in the east of Beadon Bay. The velocity 
+west of Beadon Bay to 1.5m in the east of Beadon Bay. The speed 
 sharply increases at drawdown with further increases as the 
 wave grows in amplitude. 
@@ -105,10 +52,10 @@
 and the direction of the tsunami wave. 
 
-The maximum velocity found for the offshore gauges occurs at the West of 
-Groyne location with velocities halved at the Beadon Bay west location. 
-The Beadon Bay west velocity is greater that the gauge in the east of Beadon 
-Bay. There is similar differences in amplitude (from drawdown to maximum 
-amplitude), however, the west gauge is in deeper water than the east 
-gauge which may indicate the increased velocity found in the east of the 
+The maximum speed found for the offshore locations occur at the West of 
+Groyne location with speeds halved at the Beadon Bay west location. 
+The Beadon Bay west speed is greater that the east of Beadon 
+Bay location. There is similar differences in amplitude (from drawdown to maximum 
+amplitude), however, the western location is in deeper water than the eastern 
+location which may indicate the increased speed found in the east of the 
 bay.  
 
@@ -121,16 +68,16 @@
 %West of Groyne and Beadon Creek locations.
 
-({\bf Note, these words are assuming that the current simulations are OK,
-and will have to be updated once we have more information about
-the tides etc}).
 It is evident for each simulation that the sand dunes west of 
-Onslow are very effective in halting the tsunami wave. The height of these
+Onslow are very effective in halting the tsunami wave,
+see Figures \ref{fig:HAT_map}, \ref{fig:MSL_map} and
+\ref{fig:LAT_map}. The height of these
 sand dunes are approximately 10m which is more than enough to halt
 the largest of the tsunami waves which occurs for the
-high tide simulation. There is inundation between the sand dunes at high 
-tide, however, this water penetrated from the north east (via
-Onslow town cetnre) rather than seaward.
+1.5 AHD simulation. There is inundation between the sand dunes at high 
+tide, Figure \ref{fig:HAT_map}, however, this water 
+penetrated from the north east (via
+Onslow town centre) rather than seaward.
 The same feature is evident for the sand dunes east of Onslow which
-rise to 15m in height. Currently, ANUGA can not model changes 
+rise to 15m in height. Currently, we do not model changes 
 to the bathymetry or topography due to effects of the water flow. 
 Therefore, we do not know whether these sand dunes would withstand the
@@ -138,16 +85,18 @@
 
 The wave penetrates the river east of Onslow with increasingly
-greater inundation as the tide changes from LAT to HAT.
+greater inundation between the -1.5 AHD and 1.5 AHD simulations.
 
-As expected, there is greater inundation at high tide. The major road
+As expected, there is greater inundation at 1.5 AHD. The major road
 into Onslow, the Onslow Mount Stuart Rd, remains free of inundation for
-all tidal scenarios. Beadon Creek Rd which services the wharf in the
-river becomes increasingly inundated as the tide rises. Only the
-entry to the wharf on Beadon Creek Rd is sufficiently inundated at LAT
-to stop traffic. At HAT however, essentially the entire road 
+all simulations. Beadon Creek Rd which services the wharf in the
+river becomes increasingly inundated as the initial condition
+changes from 0 AHD to 1.5 AHD. Only the
+entry to the wharf on Beadon Creek Rd is sufficiently inundated at -1.5 AHD
+to stop traffic. At 1.5 AHD however, essentially the entire road 
 would be impassable.
 
 There is significant inundation of at
-least 2m on the foreshore of Onslow for MSL and HAT.
-The inundation extent increases as the tide rises, pushing the edges
+least 2m on the foreshore of Onslow for 0 AHD and 1.5 AHD.
+The inundation extent increases the initial condition increases above 0 AHD, 
+pushing the edges
 of the majority of the road infrastructure in the Onslow town centre.
Index: /production/onslow_2006/report/introduction.tex
===================================================================
--- /production/onslow_2006/report/introduction.tex	(revision 3063)
+++ /production/onslow_2006/report/introduction.tex	(revision 3064)
@@ -18,32 +18,21 @@
 is part of the Shire of Ashburton in the Pilbara region of Western Autralia
 \footnote{http://www.pdc.wa.gov.au/region/political.htm}. Onslow supports
-a variety of industries, including oil, gas, mining, cattle, fishing and tourism.
+a variety of industries, including oil, gas, mining, cattle, 
+fishing and tourism.
 
-The return period of this particular scenario is unknown, however it
-can be be classed as a plausible event. Future studies
-will present a series of scenarios for a range of return events to 
-assist FESA in developing appropriate plans for a range of event impacts.
-The software tool, ANUGA, has been used to develop the inundation extent
-and associated water height at various points in space and time.
-ANUGA has been developed by GA and the Australian National University
-(ANU) to solve the nonlinear shallow water
-wave equation using the finite volume technique 
-(described in \cite{ON:modsim}).
-An advantage of this technique is that the cell resolution can be changed
-according to areas of interest and that wetting and drying
-is treated robustly as part of the numerical scheme. 
-ANUGA is continually being developed and validated.
-As such, the current results represent ongoing work
-and may change in the future.
+The report will outline the methods of modelling the tsunami from its 
+source to its impact ashore. Section {sec:tsunami_scenarios} provides
+the background to the scenario used for this study. Whilst 
+the return period of this scenario is unknown, it
+can be be classed as a plausible event. 
+Future studies
+will present a series of scenarios for a range of periods to 
+assist FESA in developing appropriate plans for a range of event impacts. 
+The modelling technique to develop the 
+impact ashore will be discussed in Section \ref{sec:anuga} with data inputs
+discussed in Section \ref{sec:data}.
+Inundation results shown in Section \ref{sec:results} and 
+impact modelling results shown in Section \ref{sec:damage}.
+The report concludes with a summary of the results detailing issues
+regarding data and modelling.
 
-The following set of information is required input to undertake the tsunami
-impact modelling and will be discussed in following sections.
-
-\begin{itemize}
-\item onshore and offshore data
-\item initial condition
-\item boundary condition
-\end{itemize}
-
-The inundation results for the Onslow area is described in section
-\ref{sec:results}.
Index: /production/onslow_2006/report/latexoutput.tex
===================================================================
--- /production/onslow_2006/report/latexoutput.tex	(revision 3064)
+++ /production/onslow_2006/report/latexoutput.tex	(revision 3064)
@@ -0,0 +1,507 @@
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonPointLoadingBerthstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonPointLoadingBerth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonPointLoadingBerthspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonPointLoadingBerth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonPointLoadingBerthstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonPointLoadingBerth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonPointLoadingBerthspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonPointLoadingBerth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonPointLoadingBerthstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonPointLoadingBerth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonPointLoadingBerthspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonPointLoadingBerth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeHospitalstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeHospital} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeHospitalspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeHospital} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeHospitalstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeHospital} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeHospitalspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeHospital} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeHospitalstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeHospital} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeHospitalspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeHospital} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBindiBindiCommunitystage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBindiBindiCommunity} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBindiBindiCommunityspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBindiBindiCommunity} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBindiBindiCommunitystage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBindiBindiCommunity} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBindiBindiCommunityspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBindiBindiCommunity} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBindiBindiCommunitystage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBindiBindiCommunity} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBindiBindiCommunityspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBindiBindiCommunity} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugePowerStationstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugePowerStation} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugePowerStationspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugePowerStation} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugePowerStationstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugePowerStation} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugePowerStationspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugePowerStation} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugePowerStationstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugePowerStation} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugePowerStationspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugePowerStation} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeAirportRunwaystage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeAirportRunway} 
+ \end{figure} 
+ 
+\clearpage 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeAirportRunwayspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeAirportRunway} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeAirportRunwaystage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeAirportRunway} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeAirportRunwayspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeAirportRunway} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeAirportRunwaystage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeAirportRunway} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeAirportRunwayspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeAirportRunway} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekDocksstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreekDocks} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekDocksspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreekDocks} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekDocksstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreekDocks} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekDocksspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreekDocks} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekDocksstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreekDocks} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekDocksspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreekDocks} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeWestofGroynestage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeWestofGroyne} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeWestofGroynespeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeWestofGroyne} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeWestofGroynestage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeWestofGroyne} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeWestofGroynespeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeWestofGroyne} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeWestofGroynestage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeWestofGroyne} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeWestofGroynespeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeWestofGroyne} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekmouthstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreekmouth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekmouthspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreekmouth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekmouthstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreekmouth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekmouthspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreekmouth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekmouthstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreekmouth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreekmouthspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreekmouth} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreeksouthofdockstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreeksouthofdock} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreeksouthofdockspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreeksouthofdock} 
+ \end{figure} 
+ 
+\clearpage 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreeksouthofdockstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreeksouthofdock} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreeksouthofdockspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreeksouthofdock} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreeksouthofdockstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonCreeksouthofdock} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonCreeksouthofdockspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonCreeksouthofdock} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeCentredamwallstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeCentredamwall} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeCentredamwallspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeCentredamwall} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeCentredamwallstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeCentredamwall} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeCentredamwallspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeCentredamwall} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeCentredamwallstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeCentredamwall} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeCentredamwallspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeCentredamwall} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeDamoverflowstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeDamoverflow} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeDamoverflowspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeDamoverflow} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeDamoverflowstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeDamoverflow} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeDamoverflowspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeDamoverflow} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeDamoverflowstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeDamoverflow} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeDamoverflowspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeDamoverflow} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeLightTowerstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeLightTower} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeLightTowerspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeLightTower} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeLightTowerstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeLightTower} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeLightTowerspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeLightTower} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeLightTowerstage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeLightTower} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeLightTowerspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeLightTower} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayweststage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonBaywest} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBaywestspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonBaywest} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayweststage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonBaywest} 
+ \end{figure} 
+ 
+\clearpage 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBaywestspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonBaywest} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayweststage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonBaywest} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBaywestspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonBaywest} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayeaststage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonBayeast} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayeastspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonBayeast} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayeaststage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonBayeast} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayeastspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonBayeast} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayeaststage.png}} 
+\caption{Time series for stage at Beadon Bay east gauge location} 
+ \label{fig:stagegaugeBeadonBayeast} 
+ \end{figure} 
+ 
+\begin{figure}[hbt] 
+ \centerline{\includegraphics[width=100mm, height=75mm]{../report_figures/gaugeBeadonBayeastspeed.png}} 
+\caption{Time series for speed at Beadon Bay east gauge location} 
+ \label{fig:speedgaugeBeadonBayeast} 
+ \end{figure} 
+ 
Index: /production/onslow_2006/report/onslow_2006_report.tex
===================================================================
--- /production/onslow_2006/report/onslow_2006_report.tex	(revision 3063)
+++ /production/onslow_2006/report/onslow_2006_report.tex	(revision 3064)
@@ -50,55 +50,56 @@
     \label{sec:intro}
   \input{introduction}
-  
+   
+  \section{Tsunami scenarios}
+    \label{sec:tsunami_scenarios}
+    \input{tsunami_scenario}
+
+   \section{Inundation Model}
+    \label{sec:anuga}
+    \input{anuga}
+    \input{computational_setup}
+    
   \section{Data sources}
     \label{sec:data}
     \input{data}
     
-  \section{Tsunami scenarios}
-    \label{sec:tsunami_scenarios}
-    \input{tsunami_scenario}
-    
-  \section{Inundation modelling results}
+  \section{Modelling results}
      \label{sec:results}
-     \input{computational_setup}
-     
-\begin{table} \label{table:gaugelocations} 
-\caption{Defined gauge locations for Onslow study area.}
+         
+\begin{table} \label{table:locations} 
+\caption{Defined point locations for Tsunami impact modelling for the North West shelf: Onslow study area.}
 \begin{center}
 \begin{tabular}{|l|l|l|l|}\hline
-\bf{Gauge Name} & \bf{Easting} & \bf{Northing} & \bf{Elevation}\\ \hline
-Beadon Point Loading Berth & 302986.51 & 7607334.65 & 0.00 \\ \hline 
-Hospital & 304973.04 & 7605500.42 & 0.00 \\ \hline 
-Bindi Bindi Community & 305430.37 & 7605586.65 & 0.00 \\ \hline 
-Power Station & 305687.62 & 7605062.62 & 0.00 \\ \hline 
-Airport Runway & 304471.19 & 7602750.41 & 0.00 \\ \hline 
-Beadon Creek Docks & 306622.77 & 7604706.10 & 0.00 \\ \hline 
-West of Groyne & 306556.76 & 7605791.87 & 0.00 \\ \hline 
-Beadon Creek mouth & 306626.50 & 7605532.27 & 0.00 \\ \hline 
-Beadon Creek south of dock & 306676.87 & 7604408.63 & 0.00 \\ \hline 
-Centre dam wall & 308516.86 & 7603955.82 & 0.00 \\ \hline 
-Dam overflow & 307913.42 & 7604034.90 & 0.00 \\ \hline 
-Light Tower & 304562.88 & 7606431.74 & 0.00 \\ \hline 
-Beadon Bay west & 305311.01 & 7606557.16 & 0.00 \\ \hline 
-Beadon Bay east & 307989.36 & 7606591.95 & 0.00 \\ \hline 
+\bf{Point Name} & \bf{Easting} & \bf{Northing} & \bf{Elevation}\\ \hline
+Beadon Point Loading Berth & 302986.51 & 7607334.65 & -8.69 \\ \hline 
+Hospital & 304973.04 & 7605500.42 & 7.56 \\ \hline 
+Bindi Bindi Community & 305430.37 & 7605586.65 & 1.00 \\ \hline 
+Power Station & 305687.62 & 7605062.62 & 5.17 \\ \hline 
+Airport Runway & 304471.19 & 7602750.41 & 3.00 \\ \hline 
+Beadon Creek Docks & 306622.77 & 7604706.10 & 1.76 \\ \hline 
+West of Groyne & 306556.76 & 7605791.87 & -2.10 \\ \hline 
+Beadon Creek mouth & 306626.50 & 7605532.27 & -2.80 \\ \hline 
+Beadon Creek south of dock & 306676.87 & 7604408.63 & -1.49 \\ \hline 
+Centre dam wall & 308516.86 & 7603955.82 & 3.00 \\ \hline 
+Dam overflow & 307913.42 & 7604034.90 & 1.53 \\ \hline 
+Light Tower & 304562.88 & 7606431.74 & 1.47 \\ \hline 
+Beadon Bay west & 305311.01 & 7606557.16 & -4.61 \\ \hline 
+Beadon Bay east & 307989.36 & 7606591.95 & -3.56 \\ \hline 
 \end{tabular} 
   \end{center} 
  \end{table} 
  
+
+\caption{Point locations used for Onslow study.}  
+\label{fig:points}
+\end{figure}
 \input{interpretation} 
-\subsection{Lowest Astronomical Tide} 
+\input{MSL_map} 
+ \clearpage 
  
 \input{LAT_map} 
  \clearpage 
  
-\input{latexoutput20060426004237} 
- \clearpage 
- 
-\subsection{Highest Astronomical Tide} 
- 
 \input{HAT_map} 
- \clearpage 
- 
-\input{latexoutput20060426004129} 
  \clearpage 
  
@@ -106,10 +107,9 @@
    \section{Damage modelling}
      \input{damage}
-\subsection{Lowest Astronomical Tide} 
+\input{MSL_damage} 
+ \clearpage 
  
 \input{LAT_damage} 
  \clearpage 
- 
-\subsection{Highest Astronomical Tide} 
  
 \input{HAT_damage} 
@@ -121,9 +121,14 @@
      
    \section{References}
-   \input{references}
-
+    \input{references}
+    
    \section{Metadata}
      \label{sec:metadata}
      \input{metadata}
 
+   \section{Time series}
+     \label{sec:timeseries}
+\input{latexoutput} 
+ \clearpage 
+ 
 \end{document}
Index: /production/onslow_2006/report/references.tex
===================================================================
--- /production/onslow_2006/report/references.tex	(revision 3063)
+++ /production/onslow_2006/report/references.tex	(revision 3064)
@@ -3,4 +3,8 @@
 \bibitem{CB:ausgeo} Cummins, P. and Burbidge, D. (2004) 
 Small threat, but warning sounded for tsunami research. AusGeo News 75, 4-7.
+
+\bibitem{BC:FESA} Burbidge, D. and Cummins, P. (2005) Preliminary Tsuanmi 
+Hazard Assesment of Western Australia. Report 
+to the Fire and Emergency Services Authority of Western Australia.
 
 \bibitem{ON:modsim} Nielsen, O., Roberts, Gray, D., McPherson, A. and 
@@ -11,8 +15,4 @@
 URL: http://www.mssanz.org.au/modsim05/papers/nielsen.pdf
 
-\bibitem{BC:FESA} Burbidge, D. and Cummins, P. (2005) Preliminary Tsuanmi 
-Hazard Assesment of Western Australia. Report 
-to the Fire and Emergency Services Authority of Western Australia.
-
 \bibitem{ken:damage} Dale, K. (year)
 
Index: /production/onslow_2006/report/summary.tex
===================================================================
--- /production/onslow_2006/report/summary.tex	(revision 3063)
+++ /production/onslow_2006/report/summary.tex	(revision 3064)
@@ -1,5 +1,6 @@
 
 Further modelling effort is required in the next financial year to 
-investigate the solution sensitivity to cell resolution and
-bathymetry. Further investigation of the point at which
+investigate the solution sensitivity to cell resolution, 
+bathymetry and tsunami source uncertainties. 
+Further investigation of the point at which
 ANUGA can use the deep water model output is also required.
Index: /production/onslow_2006/report/tsunami_scenario.tex
===================================================================
--- /production/onslow_2006/report/tsunami_scenario.tex	(revision 3063)
+++ /production/onslow_2006/report/tsunami_scenario.tex	(revision 3064)
@@ -1,7 +1,6 @@
-The tsunamigenic event used for this study is one used
-to develop the preliminary tsunami hazard assessment which 
-was delivered to FESA in September 2005,
-\cite{BC:FESA}. In that assessment, a suite of
-tsunami were evenly spaced along the Sunda Arc subduction zone and there
+The tsunamigenic event used for this study was developed for a 
+preliminary tsunami hazard assessment study delivered to FESA in September 2005,
+\cite{BC:FESA}. In that assessment, a suite of Mw 9 earthquakes
+were evenly spaced along the Sunda Arc subduction zone and there
 was no consideration of likelihood. Other sources were not considered, such
 as intra-plate earthquakes near the WA coast, volcanoes, landslides
@@ -12,9 +11,9 @@
 Current studies underway in GA are building probabilistic
 models to develop a more complete tsunami hazard assessment
-for the Sunda Arc subduction zone. (This is
-due for completion in late 2006.) In the preliminary assessment for
+for the Sunda Arc subduction zone,
+due for completion in late 2006. In the preliminary assessment for
 example, it was argued that while Mw 7 and 8 earthquakes are expected
-to occur with a greater frequency, they are likely to pose a comparatively
-low and localised hazard to WA. 
+to occur with a greater frequency than Mw 9 events, 
+they are likely to pose a comparatively low and more localised hazard to WA. 
 
 FESA are interested in the ``most frequent worst case scenario''. Whilst
@@ -22,9 +21,9 @@
 a plausible worst case scenario. 
 
-The following figure is taken from the preliminary assessment and
-shows the maximum wave height up to the 50m contour for a Mw 9 event off
-the coast of Java. It is this event which provides the source to the
-inundation modelling presented in the following section.
-
+Figure \ref{fig:mw9} shows the maximum wave height up to the 50m contour 
+for a Mw 9 event off
+the coast of Java. It is this event which provides the source and
+boundary condition to the
+inundation modelling presented in this report.
 
 
@@ -38,2 +37,5 @@
   \label{fig:mw9}
 \end{figure}
+
+\bf{run run_timeseries.py for some boundary gauges to show
+what the source provides to teh boundary for this study.}
