Changeset 5341
 Timestamp:
 May 16, 2008, 5:19:22 PM (16 years ago)
 Location:
 anuga_work/publications/anuga_2007
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anuga_work/publications/anuga_2007/anugabibliography.bib
r5338 r5341 52 52 53 53 @TECHREPORT{TitG1997, 54 AUTHOR = { 54 AUTHOR = {V. V. Titov and F. I. Gonzalez}, 55 55 TITLE = {Implementation and testing of the Method of Splitting Tsunami (MOST) model}, 56 56 INSTITUTION = {NOAA}, … … 120 120 121 121 122 @ARTICLE{Rob 99l,122 @ARTICLE{Roberts1999, 123 123 author = {C. Zoppou and S. Roberts}, 124 124 year = 1999, … … 177 177 178 178 @article{Zoppou99, 179 AUTHOR = {C hristopher Zoppou and StephenRoberts},179 AUTHOR = {C. Zoppou and S. Roberts}, 180 180 TITLE = {Catastrophic collapse of water supply reserviours in urban areas}, 181 181 YEAR = {1999}, … … 187 187 } 188 188 189 @ARTICLE{Ole05,190 AUTHOR = {Ole Nielsen and S.Roberts and D. Gray and A. McPherson and A. Hitchman},191 TITLE = {Hydrodynamic modelling of coastal indundation},192 YEAR = {2005},193 JOURNAL = {MODSIM Conference},194 VOLUME = {FIX ME},195 NUMBER = {},196 MONTH = {},197 PAGES = {}198 }199 189 200 190 @INPROCEEDINGS{Titov01, … … 309 299 310 300 @ARTICLE{Hubbard02, 311 author = { Hubbard, M. E. and Dodd, N.},301 author = {M. E. Hubbard and N. Dodd}, 312 302 title = {A 2D numerical model of wave runup and overtopping}, 313 303 journal = {Coastal Engineering}, … … 321 311 322 312 @ARTICLE{Carrier58, 323 author = { Carrier, G. F. and Greenspan, H. P.},313 author = {G. F. Carrier and H. P. Greenspan}, 324 314 title = {Water waves of finite amplitude on a sloping beach}, 325 315 journal = {Journal of Fluid Mechanics}, 
anuga_work/publications/anuga_2007/anuga_validation.tex
r5338 r5341 227 227 in which $\eta$ is the Manning resistance coefficient. 228 228 229 As demonstrated in our papers, \cite{modsim2005,Rob 99l} these229 As demonstrated in our papers, \cite{modsim2005,Roberts1999} these 230 230 equations provide an excellent model of flows associated with 231 231 inundation such as dam breaks and tsunamis. Question  how do we … … 233 233 234 234 \ANUGA{} uses a finitevolume method as 235 described in \cite {Rob991} where the study area is represented by an235 described in \citet{Roberts1999} where the study area is represented by an 236 236 unstructured triangular mesh. The flexibility afforded by this approach 237 237 is the ability for the user to refine the mesh in areas of interest. … … 255 255 256 256 We use a finitevolume method for solving the shallow water wave 257 equations \cite{Rob 99l}. The study area is represented by a mesh of257 equations \cite{Roberts1999}. The study area is represented by a mesh of 258 258 triangular cells as in Figure~\ref{fig:mesh} in which the conserved 259 259 quantities of water depth $h$, and horizontal momentum $(uh, vh)$, … … 492 492 is to describe a range of tests that validate \ANUGA{} as a hydrodynamic model. 493 493 This section will describe the six tests outlined in section~\ref{sec:intro}. 494 Run times where specified measure the model time only and exclude model setup, 495 data conversions etc. All examples were timed on a a 2GHz 64bit 496 DualCore AMD Opteron(tm) series 2212 Linux server 497 running at 2GHz. %This is a tornado compute node (cat /proc/cpuinfo). 498 494 499 495 500 \subsection{1D analytical validation} … … 638 643 series from three wave gauges situated offshore from the simulated 639 644 inundation area. The \ANUGA{} model comprised $41404$ triangles 640 and took about $2000$ s to run on a standard PC or $1500$ s 641 on a 64bit Opteron 2000 series Linux server. 645 and took about $1330$ s to run on the test platform described in 646 Section~\ref{sec:validation}. 647 648 The script to run this example is available in the ANUGA distribution in the subdirectory 649 \code{anuga_validation/automated_validation_tests/okushiri_tank_validation}. 650 642 651 643 652 Figure~\ref{fig:val} compares the observed wave tank and modelled
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