Changeset 2898


Ignore:
Timestamp:
May 17, 2006, 5:16:42 PM (18 years ago)
Author:
sexton
Message:

updates to Onslow report

Location:
production
Files:
2 deleted
4 edited

Legend:

Unmodified
Added
Removed

  • production/onslow_2006/make_report.py

    r2870 r2898  
    3434* an introduction must be written in introduction.tex; a basic outline and
    3535  some of the core inputs are already in place
    36 * an interpretation.tex file needs to be written for the particular scenario
     36* an results.tex file needs to be written for the particular scenario
    3737* any data issues must be included in data_issues.tex (data.tex should
    3838  be revised for future reports)
    … …  
    5959report_title = 'Tsunami impact modelling for the North West shelf: %s' %scenario_name.title()
    6060
    61 production_dirs = {'20060424_020426_duplictate_time_steps': 'Highest Astronomical Tide',
    62                    '20060426_004129': 'Lowest Astronomical Tide'}
     61#production_dirs = {'20060424_020426_duplictate_time_steps': 'Highest Astronomical Tide',
     62#                   '20060426_004129': 'Lowest Astronomical Tide'}
     63
     64production_dirs = {'20060426_004129': 'Highest Astronomical Tide',
     65                   '20060426_004237': 'Lowest Astronomical Tide'}
    6366
    6467# Create sections and graphs for each designated production directory
    … …  
    7679                             time_min = None,
    7780                             time_max = None,
    78                              title_on = False,   
     81                             title_on = False,
    7982                             verbose = True)
    8083
    … …  
    9396% * an introduction must be written in introduction.tex; a basic outline and
    9497%   some of the core inputs are already in place
    95 % * an interpretation.tex file needs to be written for the particular scenario
     98% * an results.tex file needs to be written for the particular scenario
    9699% * any data issues must be included in data_issues.tex (data.tex should
    97100%   be revised for future reports)
    … …  
    153156     \label{sec:results}
    154157     \input{results}
    155      \input{interpretation}
    156158     
    157159"""

  • production/onslow_2006/results.tex

    r2834 r2898  
    33computational time and desired resolution in areas of interest,
    44particularly in the interface between the on and offshore. The
    5 following series of figures illustrate the study extent for the
     5following figures illustrate the study extent for the
    66scenario and the resulting computational mesh, highlighting areas
    77of refinement around areas of particular interest.
    … …  
    99\begin{figure}[hbt]
    1010
    11   %\centerline{ \includegraphics[width=75mm, height=75mm]{figures/.eps}}
     11  %\centerline{ \includegraphics[width=75mm, height=75mm]{.png}}
    1212
    1313  \caption{Study area for Onslow scenario}
    … …  
    1818\begin{figure}[hbt]
    1919
    20   %\centerline{ \includegraphics[width=75mm, height=75mm]{figures/.eps}}
     20  %\centerline{ \includegraphics[width=75mm, height=75mm]{.png}}
    2121
    2222  \caption{Computational mesh for Onslow study area}
    … …  
    2424\end{figure}
    2525
     26For the simulations, we have chosen a resolution of 500 m$^2$ for the
     27region surrounding the Onslow town centre. The resolution is increased
     28to 2500 m$^2$ for the region surrounding the coast and further increased
     29to 20000 m$^2$ for the remainder of the study area. With these
     30resolutions in place, the study area consists of 440150 triangles. The
     31associated accuracy
     32for these resolutions is approximatly 22m, 50m and to 140m. This means
     33that we can only be confident in the calculated inundation to approximately
     3422m accuracy. This is because ANUGA calculates whether each cell in the triangular
     35mesh is is wet or dry. It is important
     36to refine the mesh to be commensurate with the underlying data especially in
     37those regions where complex behaviour will occur, such as the inter-tidal
     38zone and estuaries.
     39
     40The following subsections detail the time series at select locations
     41for high, low and zero tide conditions. These locations have
     42been chosen to assist in describing the features of the tsunami wave
     43and the resultant impact ashore.
     44
     45\subsection{Features of the tsunami wave}
     46
     47direction? multiple waves? amplitude offshore?
     48
     49\subsection{Effect of geographical features}
     50
     51It is evident for each simulation that the sand dunes west of Onslow
     52are very effective in halting the tsunami wave. The height of these
     53sand dunes are approximately 10m which is more than enough to halt
     54the largest of the tsunami waves which occurs for the
     55high tide simulation. There is inundation between the sand dunes at high
     56tide, however, this water penetrated from the north east (via
     57Onslow town cetnre) rather than seaward.
     58The same feature is evident for the sand dunes east of Onslow which
     59rise to 15m in height. Currently, ANUGA can not model changes
     60to the bathymetry or topography due to effects of the water flow.
     61Therefore, we do not know whether these sand dunes would withstand the
     62transmitted energy of the tsunami wave.
     63
     64The wave penetrates the river east of Onslow with increasingly
     65greater inundation as the tide changes from LAT to HAT.
     66
     67\subsection{Tidal effects and impact ashore}
     68
     69As expected, there is greater inundation at high tide. The major road
     70into Onslow, the Onslow Mount Stuart Rd, remains free of inundation for
     71all tidal scenarios. Beadon Creek Rd which services the wharf in the
     72river becomes increasingly inundated as the tide rises. Only the
     73entry to the wharf on Beadon Creek Rd is sufficiently inundation at LAT
     74to stop traffic, however, at HAT essentially the entire road
     75would be impassable.
     76
     77There is significant inundation of at
     78least 2m on the foreshore of Onslow for zero and high tide.
     79The inundation extent increases as the tide rises, pushing the edges
     80of the majority of the road infrastructure in the Onslow town centre.

  • production/onslow_2006/run_timeseries.py

    r2839 r2898  
    66
    77# define directory location of sww and gauge data
    8 timestampdir = '20060424_020426_duplictate_time_steps'
     8timestampdir = '20060426_004129'
    99file_loc = project.outputdir + timestampdir + sep #project.outputtimedir
    1010swwfile = file_loc + project.basename + '.sww'

  • production/pt_hedland_2006/make_report.py

    r2870 r2898  
    3434* an introduction must be written in introduction.tex; a basic outline and
    3535  some of the core inputs are already in place
    36 * an interpretation.tex file needs to be written for the particular scenario
     36* an results.tex file needs to be written for the particular scenario
    3737* any data issues must be included in data_issues.tex (data.tex should
    3838  be revised for future reports)
    … …  
    9393% * an introduction must be written in introduction.tex; a basic outline and
    9494%   some of the core inputs are already in place
    95 % * an interpretation.tex file needs to be written for the particular scenario
     95% * an results.tex file needs to be written for the particular scenario
    9696% * any data issues must be included in data_issues.tex (data.tex should
    9797%   be revised for future reports)
    … …  
    153153     \label{sec:results}
    154154     \input{results}
    155      \input{interpretation}
    156155     
    157156"""
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