Changeset 8932


Ignore:
Timestamp:
Jun 26, 2013, 2:59:13 PM (12 years ago)
Author:
mungkasi
Message:

Updating the tex file of the automated validation report.

Location:
trunk/anuga_core/source/anuga_validation_tests
Files:
3 edited

Legend:

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  • trunk/anuga_core/source/anuga_validation_tests/bibliography.bib

    r8894 r8932  
    11881188 volume    = {36},
    11891189 number    = {3},
    1190  pages     = {397--425}
     1190 pages     = {397--425},
     1191 note      = {\url{http://dx.doi.org/10.1051/m2an:2002019}}
    11911192}
    11921193@ARTICLE{Strang1968,

  • trunk/anuga_core/source/anuga_validation_tests/report.tex

    r8912 r8932  
    2626\chapter{Introduction}
    2727%======================
     28\anuga{} is a free and open source software developed by Roberts and collaborators from the Australian National University (ANU) and Geoscience Australia (GA). It is devoted to fluid flow simulations, especially shallow water flows, such as floods, tsunamis and dam breaks. The official website of \anuga{} is \verb http://anuga.anu.edu.au .
    2829
    29 The results in this report were produced by \anuga{} version \majorR{}
    30 from svn repository revision \minorR{} at time \timeR.
    31 The flow algorithm was \alg{} and CFL condition \cfl.
     30
     31
     32The method implemented in \anuga{} is a numerical finite volume method used to solve the shallow water equations. Some mathematical explanation of the method is given in the \anuga{} User Manual~\cite{RNGS2010}. In two dimensions, the domain is discretised into finite number of triangular elements. \anuga{} then evolves the conserved quantities (water depth and momenta) with respect to time to obtain the numerical solution to a given problem. The evolution is based on the given quantity and flux values. The numerical flux used in \anuga{} is the Kurganov's flux~\cite{KNP2001, KL2002}. The boundary conditions that we use in this work include reflective, transmissive, Dirichlet and time boundaries.
     33
     34
     35
     36The results in this report were produced by \anuga{} version \majorR{} from svn repository revision \minorR{} at time \timeR.
     37The flow algorithm was \alg{} and CFL condition \cfl, unless otherwise stated explicitly.
     38
     39The report is organised as follows. We collect a number of tests against analytical exact solutions in Chapter~\ref{ch:ana}. Tests against other reference data or solutions are given in Chapter~\ref{ch:ref}. We provide explanations on how to add new tests in the Appendix.
    3240
    3341%======================
    34 \chapter{Tests using analytical exact solutions}
     42\chapter{Tests against analytical exact solutions} \label{ch:ana}
    3543%======================
    3644
    … …  
    6068
    6169%%======================
    62 \chapter{Tests against reference data or solutions}
     70\chapter{Tests against reference data or solutions} \label{ch:ref}
    6371%%======================
    6472\inputresults{experimental_data/dam_break_yeh_petroff}
    65 
    6673\inputresults{behaviour_only/lid_driven_cavity}
    67 %\inputresults{behaviour_only/river_flow_varying_topo_width}
    6874
    6975\inputresults{other_references/radial_dam_break_dry}

  • trunk/anuga_core/source/anuga_validation_tests/saved_parameters.tex

    r8922 r8932  
    22\newcommand{\alg}{\UScore{1_5}}
    33\newcommand{\majorR}{\UScore{1.3.0-beta}}
    4 \newcommand{\minorR}{\UScore{8921}}
    5 \newcommand{\timeR}{{Sat Jun 15 18:13:53 2013}}
     4\newcommand{\minorR}{\UScore{8922}}
     5\newcommand{\timeR}{{Mon Jun 24 23:29:56 2013}}
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