Changeset 5335
- Timestamp:
- May 15, 2008, 5:28:26 PM (17 years ago)
- Location:
- anuga_work/publications/anuga_2007
- Files:
-
- 2 edited
Legend:
- Unmodified
- Added
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anuga_work/publications/anuga_2007/anuga-bibliography.bib
r5332 r5335 306 306 } 307 307 308 309 310 @ARTICLE{Hubbard02, 311 author = {Hubbard, M. E. and Dodd, N.}, 312 title = {A 2D numerical model of wave run-up and overtopping}, 313 journal = {Coastal Engineering}, 314 year = {2002}, 315 month = {July}, 316 date = {}, 317 volume = {47}, 318 pages = {1--26} 319 } 320 321 %@ARTICLE{Hubbard02, 322 %AUTHOR = {M.E. Hubbard and N. Dodd}, 323 %TITLE = {A 2D numerical model of wave run-up and overtopping}, 324 %YEAR = {2002}, 325 %volume = {47}, 326 %pages = {1--26}, 327 %JOURNAL = {Coastal Engineering}, 328 %} 329 330 308 331 @ARTICLE{Carrier58, 309 AUTHOR = {C. Carrier and Greenspand}, 310 TITLE = {Water waves of finite amplitude on a sloping beach}, 311 YEAR = {1958}, 312 volume = {4}, 313 pages = {97--109}, 314 JOURNAL = {Journal of Fluid Mechanics}, 315 } 316 317 @ARTICLE{Hubbard02, 318 AUTHOR = {M.E. Hubbard and N. Dodd}, 319 TITLE = {A 2D numerical model of wave run-up and overtopping}, 320 YEAR = {2002}, 321 volume = {47}, 322 pages = {1--26}, 323 JOURNAL = {Coastal Engineering}, 324 } 332 author = {Carrier, G. F. and Greenspan, H. P.}, 333 title = {Water waves of finite amplitude on a sloping beach}, 334 journal = {Journal of Fluid Mechanics}, 335 year = {1958}, 336 month = {}, 337 date = {}, 338 volume = {4}, 339 pages = {97--109} 340 } 341 342 %@ARTICLE{Carrier58, 343 %AUTHOR = {C. Carrier and Greenspand}, 344 %TITLE = {Water waves of finite amplitude on a sloping beach}, 345 %YEAR = {1958}, 346 %volume = {4}, 347 %pages = {97--109}, 348 %JOURNAL = {Journal of Fluid Mechanics}, 349 %} 350 325 351 326 352 @ARTICLE{Thacker81, -
anuga_work/publications/anuga_2007/anuga_validation.tex
r5325 r5335 1 % Use the standard \LaTeXe\ article style in 12pt Computer Modern font 2 % on A4 paper by 3 \documentclass[12pt,a4paper]{article} 4 5 % Do \emph{not} change the width nor the height of the text from the 6 % defaults set by this document class. 1 %Anuga validation publication 7 2 % 8 % The alternative which is closer to what we actually use is 9 %\documentclass[11pt,a5paper]{article} 10 %\usepackage[a5paper]{geometry} 11 % Because it is a great size for on screen reading 12 % and prints nicely on a4paper either 2up or booklet. 13 14 % The preamble is to contain your own \LaTeX\ commands and to say 15 % what packages to use. Three useful packages are the following: 3 %Geoscience Australia and others 2007-2008 4 5 % Use the Elsevier LaTeX document class 6 \documentclass{elsart} 7 8 % Useful packages 16 9 \usepackage{graphicx} % avoid epsfig or earlier such packages 17 18 19 10 \usepackage{url} % for URLs and DOIs 20 11 \usepackage{amsmath} % many want amsmath extensions 21 12 \usepackage{amsfonts} 22 13 \usepackage{underscore} 23 % Avoid loading unused packages (as done by some \LaTeX\ editors). 24 25 % Create title and authors using \verb|\maketitle|. Separate authors by 26 % \verb|\and| and put addresses in \verb|\thanks| command with 27 % \verb|\url| command \verb|\protect|ed. 28 \title{On The Validation of A Hydrodynamic Model} 29 30 \author{ 31 D.~S.~Gray\thanks{Natural Hazard Impacts Project, Geospatial and 32 Earth Monitoring Division, Geoscience Australia, Symonston, 33 \textsc{Australia}. \protect\url{mailto:Duncan.Gray@ga.gov.au}}\footnotemark[1] 34 \and 35 T.~Baldock\thanks{University of Queensland, Brisbane, \textsc{Australia}. 36 \protect\url{mailto:tom.baldock@uq.edu.au}}\footnotemark[2] 37 \and 38 O.~M.~Nielsen\footnotemark[1] 39 \and 40 M.~J.~Sexton\footnotemark[1] 41 \and 42 N.~Bartzis\footnotemark[1] 43 \and 44 S.~G.~Roberts\thanks{Department of Mathematics, Australian National University, 45 Canberra, \textsc{Australia}. \protect\url{mailto:stephen.roberts@anu.edu.au}}} 46 47 \date{30 May 2008} 48 14 \usepackage{natbib} % Suggested by the Elsevier style 15 % Use \citep and \citet instead of \cite 16 17 % Local LaTeX commands 49 18 \newcommand{\ANUGA}{\textsc{ANUGA}} 50 19 \newcommand{\Python}{\textsc{Python}} … … 70 39 \begin{document} 71 40 72 % Use default \verb|\maketitle|. 73 \maketitle 41 42 \begin{frontmatter} 43 \title{On The Validation of A Hydrodynamic Model} 44 45 46 \author[GA]{D.~S.~Gray} 47 \ead{Duncan.Gray@ga.gov.au} 48 \author[GA]{O.~M.~Nielsen} 49 \ead{Ole.Nielsen@ga.gov.au} 50 \author[GA]{M.~J.~Sexton} 51 \ead{Jane.Sexton@ga.gov.au} 52 \author[ANU]{S.~G.~Roberts} 53 \ead{Stephen.Roberts@anu.edu.au} 54 \author[UQ]{T.~Baldock} 55 \ead{Tom.Baldock@uq.edu.au} 56 \author[UQ]{M.~Barnes} 57 \ead{Matthew.Barnes@uq.edu.au} 58 59 \address[GA]{Natural Hazard Impacts Project, Geospatial and Earh Monitoring Division, Geoscience Australia, Canberra, Australia} 60 \address[ANU]{Department of Mathematics, Australian National University, Canberra, Australia} 61 \address[UQ]{University of Queensland, Brisbane, Australia} 62 74 63 75 64 % Use the \verb|abstract| environment. … … 98 87 %dry land and around structures such as buildings. 99 88 100 101 89 \end{abstract} 102 90 103 % By default we include a table of contents in each paper. 104 %\tableofcontents 105 106 % Use \verb|\section|, \verb|\subsection|, \verb|\subsubsection| and 107 % possibly \verb|\paragraph| to structure your document. Make sure 108 % you \verb|\label| them for cross-referencing with \verb|\ref|\,. 109 110 %\clearpage 91 92 \begin{keyword} 93 % keywords here, in the form: keyword \sep keyword 94 % PACS codes here, in the form: \PACS code \sep code 95 96 Hydrodynamic Modelling \sep Model validation \sep 97 Finite-volumes \sep Shallow water wave equation 98 99 \end{keyword} 100 101 \date{\today()} 102 \end{frontmatter} 103 104 105 106 107 % Begin document in earnest 111 108 \section{Introduction} 112 109 \label{sec:intro} … … 129 126 \ANUGA{} these equations are solved using a finite volume method as 130 127 described in section~\ref{sec:model}. A more complete discussion of the 131 method can be found in \cite {modsim2005} where the model and solution128 method can be found in \citet{modsim2005} where the model and solution 132 129 technique is validated on a standard tsunami benchmark data set 133 or in \cite {Roberts2007} where parallelisation of ANUGA is discussed.130 or in \citet{Roberts2007} where parallelisation of ANUGA is discussed. 134 131 This modelling capability is part of 135 132 Geoscience Australia's ongoing research effort to model and 136 133 understand the potential impact from natural hazards in order to 137 reduce their impact on Australian communities (see \cite{Nielsen2006}).134 reduce their impact on Australian communities \citep{Nielsen2006}. 138 135 \ANUGA{} is currently being trialled for flood 139 modelling (see \cite{Rigby2008}).136 modelling \citep{Rigby2008}. 140 137 141 138 The validity of other hydrodynamic models have been reported 142 elsewhere, with Hubbard and Dodd (2002) \cite{Hubbard02} providing an139 elsewhere, with Hubbard and Dodd \citep{Hubbard02} providing an 143 140 excellent review of 1D and 2D models and associated validation 144 141 tests. They described the evolution of these models from fixed, nested … … 146 143 moving shoreline. They highlighted the difficulty in verify the 147 144 nonlinear shallow water equations themselves as the only standard 148 analytical solution is that of Carrier and Greenspan (1958)149 \cite {Carrier58} that is strictly for non-breaking waves. Further,145 analytical solution is that of Carrier and Greenspan 146 \citep{Carrier58} that is strictly for non-breaking waves. Further, 150 147 whilst there is a 2D analytic solution from Thacker (1981), it appears 151 148 that the circular island wave tank example of Briggs et al will become 152 149 the standard data set to verify the equations. 153 150 154 This paper will describe the validation outputs in a similar way to Hubbard and Dodd 155 \cite{Hubbard02} to 156 present an exhaustive validation of the numerical model. Further to these tests, we will 151 This paper will describe the validation outputs in a similar way to 152 Hubbard and Dodd \citep{Hubbard02} to 153 present an exhaustive validation of the numerical model. 154 Further to these tests, we will 157 155 incorporate a test to verify friction values. The six tests are: 158 156 … … 722 720 something about use on flood modelling community and their validation initiatives 723 721 724 \bibliographystyle{plain} 722 723 %\bibliographystyle{plainnat} 724 \bibliographystyle{elsart-harv} 725 725 \bibliography{anuga-bibliography} 726 726
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