Changeset 3222


Ignore:
Timestamp:
Jun 23, 2006, 6:14:19 PM (18 years ago)
Author:
sexton
Message:
 
Location:
production/onslow_2006/report
Files:
2 edited

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  • production/onslow_2006/report/modelling_methodology.tex

    r3210 r3222  
    1111
    1212To capture the \emph{impact} of a hydrological disaster such as tsunamis on a
    13 community one must model the the details of how waves are reflected and otherwise
     13community one must model the details of how waves are reflected and otherwise
    1414shaped by the local bathymetries as well as the dynamics of the
    1515runup process onto the topography in question.
    1616It is well known that local bathymetric and topographic effects are
    17 critical in determining the severity of a hydrological disaster (\cite{yyy}).
    18 To model the
     17critical in determining the severity of a hydrological disaster
     18\cite{matsuyama:1999}. To model the
    1919details of tsunami inundation of a community one must therefore capture what is
    2020known as non-linear effects and use a much higher resolution for the elevation data.

  • production/onslow_2006/report/references.tex

    r3215 r3222  
    99
    1010\bibitem{person:urs} get from DB
     11
     12\bibitem{matsuyama:1999}
     13Matsuyama, M., Walsh, J.P. and Yeh, H. (1999)
     14The effect of bathymetry on tsunami characteristics at
     15Sisano Lagoon, Papua New Guinea.
     16Geophysical Research Letters, 26, 23, 3513-3516.
    1117
    1218\bibitem{BC:FESA} Burbidge, D. and Cummins, P. (2005) Preliminary Tsuanmi
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