Changeset 3165
- Timestamp:
- Jun 15, 2006, 5:35:59 PM (19 years ago)
- Location:
- production/onslow_2006/report
- Files:
-
- 2 edited
Legend:
- Unmodified
- Added
- Removed
-
production/onslow_2006/report/modelling_methodology.tex
r3160 r3165 10 10 To capture the \emph{impact} of a hydrological disaster such as tsunamies on a community one must model the the details of how waves are reflected and otherwise shaped by the local bathymetries as well as the dynamics of the runup process onto the topography in question. 11 11 It is well known that local bathymetric and topographic effects are critical in determining the severity of a hydrological disaster (\cite{yyy}). To model the 12 details of tsunami inundation of a community one must therefore capture what is known as non-linear effects and use a much higher resolution for the elevation data. The model ANUGA (\cite{ON: ANUGA}) is suitable for this type of modelling.12 details of tsunami inundation of a community one must therefore capture what is known as non-linear effects and use a much higher resolution for the elevation data. The model ANUGA (\cite{ON:modsim}) is suitable for this type of modelling. 13 13 However, using a non-linear model capable of resolving local bathymetric effects and runup using detailed elevation data will require much more computational resources than the typical hazard model making it infeasible to use it for the entire, end-to-end, modelling. 14 14 -
production/onslow_2006/report/references.tex
r3064 r3165 3 3 \bibitem{CB:ausgeo} Cummins, P. and Burbidge, D. (2004) 4 4 Small threat, but warning sounded for tsunami research. AusGeo News 75, 4-7. 5 6 \bibitem{VT:most} Titov, V.V., and F.I. Gonzalez (1997) 7 mplementation and testing of the Method of Splitting 8 Tsunami (MOST) model, NOAA Technical Memorandum ERL PMEL-112. 9 10 \bibitem{person:urs} get from DB 5 11 6 12 \bibitem{BC:FESA} Burbidge, D. and Cummins, P. (2005) Preliminary Tsuanmi
Note: See TracChangeset
for help on using the changeset viewer.