Changeset 5341

Timestamp:

May 16, 2008, 5:19:22 PM (16 years ago)

Author:

ole

Message:

Updates of timings and computer architecture.
Also fixed broken reference.

Location:

anuga_work/publications/anuga_2007

Files:

• anuga-bibliography.bib (modified) (6 diffs)
• anuga_validation.tex (modified) (5 diffs)

anuga_work/publications/anuga_2007/anuga-bibliography.bib

@@ -52 +52 @@
 
 @TECHREPORT{TitG1997,
-  AUTHOR =       { V. V. Titov and F. I. Gonzalez},
+  AUTHOR =       {V. V. Titov and F. I. Gonzalez},
   TITLE =        {Imple-mentation and testing of the Method of Splitting Tsunami (MOST) model},
   INSTITUTION =  {NOAA},
@@ -120 +120 @@
 
 
-@ARTICLE{Rob99l,
+@ARTICLE{Roberts1999,
   author = {C. Zoppou and S. Roberts},
   year = 1999,
@@ -177 +177 @@
 
 @article{Zoppou99,
-  AUTHOR = {Christopher Zoppou and Stephen Roberts},
+  AUTHOR = {C. Zoppou and S. Roberts},
   TITLE = {Catastrophic collapse of water supply reserviours in urban areas},
   YEAR = {1999},
@@ -187 +187 @@
 }
 
-@ARTICLE{Ole05,
-  AUTHOR = {Ole Nielsen and S.Roberts and D. Gray and A. McPherson and A. Hitchman},
-  TITLE = {Hydrodynamic modelling of coastal indundation},
-  YEAR = {2005},
-  JOURNAL = {MODSIM Conference},
-    VOLUME = {FIX ME},
-    NUMBER = {},
-    MONTH = {},
-    PAGES = {}
-}
 
 @INPROCEEDINGS{Titov01,
@@ -309 +299 @@
 
 @ARTICLE{Hubbard02,
-  author =       {Hubbard, M. E. and Dodd, N.},
+  author =       {M. E. Hubbard and N. Dodd},
   title =        {A 2D numerical model of wave run-up and overtopping},
   journal =      {Coastal Engineering},
@@ -321 +311 @@
 
 @ARTICLE{Carrier58,
-  author =       {Carrier, G. F. and Greenspan, H. P.},
+  author =       {G. F. Carrier and H. P. Greenspan},
   title =        {Water waves of finite amplitude on a sloping beach},
   journal =      {Journal of Fluid Mechanics},

anuga_work/publications/anuga_2007/anuga_validation.tex

@@ -227 +227 @@
 in which $\eta$ is the Manning resistance coefficient.
 
-As demonstrated in our papers, \cite{modsim2005,Rob99l} these
+As demonstrated in our papers, \cite{modsim2005,Roberts1999} these
 equations provide an excellent model of flows associated with
 inundation such as dam breaks and tsunamis. Question - how do we
@@ -233 +233 @@
 
 \ANUGA{} uses a finite-volume method as 
-described in \cite{Rob991} where the study area is represented by an
+described in \citet{Roberts1999} where the study area is represented by an
 unstructured triangular mesh. The flexibility afforded by this approach
 is the ability for the user to refine the mesh in areas of interest.
@@ -255 +255 @@
 
 We use a finite-volume method for solving the shallow water wave
-equations \cite{Rob99l}. The study area is represented by a mesh of
+equations \cite{Roberts1999}. The study area is represented by a mesh of
 triangular cells as in Figure~\ref{fig:mesh} in which the conserved
 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. 
 This section will describe the six tests outlined in section~\ref{sec:intro}.
+Run times where specified measure the model time only and exclude model setup, 
+data conversions etc. All examples were timed on a a 2GHz 64-bit
+Dual-Core AMD Opteron(tm) series 2212 Linux server 
+running at 2GHz. %This is a tornado compute node (cat /proc/cpuinfo).    
+
 
 \subsection{1D analytical validation}
@@ -638 +643 @@
 series from three wave gauges situated offshore from the simulated
 inundation area. The \ANUGA{} model comprised $41404$ triangles 
-and took about $2000$ s to run on a standard PC or $1500$ s 
-on a 64-bit Opteron 2000 series Linux server.  
+and took about $1330$ s to run on the test platform described in 
+Section~\ref{sec:validation}.
+
+The script to run this example is available in the ANUGA distribution in the subdirectory
+\code{anuga_validation/automated_validation_tests/okushiri_tank_validation}.
+
 
 Figure~\ref{fig:val} compares the observed wave tank and modelled