Changeset 5335


Ignore:
Timestamp:
May 15, 2008, 5:28:26 PM (16 years ago)
Author:
ole
Message:

Work on Elsevier style and citations

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  
    306306}
    307307
     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
    308331@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
    325351
    326352@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
    72%
    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
    169\usepackage{graphicx} % avoid epsfig or earlier such packages
    17 
    18 
    1910\usepackage{url}      % for URLs and DOIs
    2011\usepackage{amsmath}  % many want amsmath extensions
    2112\usepackage{amsfonts}
    2213\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
    4918\newcommand{\ANUGA}{\textsc{ANUGA}}
    5019\newcommand{\Python}{\textsc{Python}}
     
    7039\begin{document}
    7140
    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
    7463
    7564% Use the \verb|abstract| environment.
     
    9887%dry land and around structures such as buildings.
    9988
    100 
    10189\end{abstract}
    10290
    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
     96Hydrodynamic Modelling \sep Model validation \sep
     97Finite-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
    111108\section{Introduction}
    112109\label{sec:intro}
     
    129126\ANUGA{} these equations are solved using a finite volume method as
    130127described in section~\ref{sec:model}.  A more complete discussion of the
    131 method can be found in \cite{modsim2005} where the model and solution
     128method can be found in \citet{modsim2005} where the model and solution
    132129technique is validated on a standard tsunami benchmark data set
    133 or in \cite{Roberts2007} where parallelisation of ANUGA is discussed.
     130or in \citet{Roberts2007} where parallelisation of ANUGA is discussed.
    134131This modelling capability is part of
    135132Geoscience Australia's ongoing research effort to model and
    136133understand the potential impact from natural hazards in order to
    137 reduce their impact on Australian communities (see \cite{Nielsen2006}).
     134reduce their impact on Australian communities \citep{Nielsen2006}.
    138135\ANUGA{} is currently being trialled for flood
    139 modelling (see \cite{Rigby2008}).
     136modelling \citep{Rigby2008}.
    140137
    141138The validity of other hydrodynamic models have been reported
    142 elsewhere, with Hubbard and Dodd (2002) \cite{Hubbard02} providing an
     139elsewhere, with Hubbard and Dodd \citep{Hubbard02} providing an
    143140excellent review of 1D and 2D models and associated validation
    144141tests. They described the evolution of these models from fixed, nested
     
    146143moving shoreline. They highlighted the difficulty in verify the
    147144nonlinear 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,
     145analytical solution is that of Carrier and Greenspan
     146\citep{Carrier58} that is strictly for non-breaking waves. Further,
    150147whilst there is a 2D analytic solution from Thacker (1981), it appears
    151148that the circular island wave tank example of Briggs et al will become
    152149the standard data set to verify the equations.
    153150
    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
     151This paper will describe the validation outputs in a similar way to
     152Hubbard and Dodd \citep{Hubbard02} to
     153present an exhaustive validation of the numerical model.
     154Further to these tests, we will
    157155incorporate a test to verify friction values. The six tests are:
    158156
     
    722720something about use on flood modelling community and their validation initiatives
    723721
    724 \bibliographystyle{plain}
     722
     723%\bibliographystyle{plainnat}
     724\bibliographystyle{elsart-harv}
    725725\bibliography{anuga-bibliography}
    726726
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