Changeset 8892


Ignore:
Timestamp:
Jun 10, 2013, 2:49:08 AM (11 years ago)
Author:
mungkasi
Message:

Updating report and bibliography.

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

Legend:

Unmodified
Added
Removed
  • trunk/anuga_core/source/anuga_validation_tests/bibliography.bib

    r8869 r8892  
     1@ARTICLE{ECG2005,
     2 author    = {E. Erturk and T. C. Corke and C. Gokcol},
     3 title     = {Numerical solutions of 2-D steady incompressible driven cavity flow at high Reynolds numbers},
     4 journal   = {International Journal for Numerical Methods in Fluids},
     5 year      = {2005},
     6 volume    = {48},
     7 number    = {7},
     8 pages     = {747--774},
     9 note      = {\url{http://dx.doi.org/10.1002/fld.953}}
     10}
     11@ARTICLE{CCFNC2006,
     12 author    = {L. Cueto-Felgueroso and I. Colominas and J. Fe and F. Navarrina and M. Casteleiro},
     13 title     = {High-order finite volume schemes on unstructured grids using moving least-squares reconstruction. Application to shallow water dynamics},
     14 journal   = {International Journal for Numerical Methods in Engineering},
     15 year      = {2006},
     16 volume    = {65},
     17 number    = {3},
     18 pages     = {295--331},
     19 note      = {\url{http://dx.doi.org/10.1002/nme.1442}}
     20}
     21
     22
     23
     24
     25
     26
    127@ARTICLE{MBNS1997,
    228 author    = {I. MacDonald and M. J. Baines and N. K. Nichols and P. G. Samuels},
     
    816842 year      = {2003},
    817843 volume    = {475},
    818  pages     = {79-99},
     844 pages     = {79--99},
     845 note      = {\url{http://dx.doi.org/10.1017/S0022112002002653}}
    819846}
    820847@ARTICLE{BB2001,
     
    14491476@ARTICLE{CCM2013,
    14501477 author      = {P. Constabile and C. Constanzo and F. Macchione},
    1451  title       = {A storm event model for surface runoff based on 2D fully dynamic wave equations},
     1478 title       = {A storm event watershed model for surface runoff based on 2D fully dynamic wave equations},
    14521479 journal     = {Hydrological Processes},
    14531480 year        = {2013},
    14541481 volume      = {27},
    1455  pages       = {554-569},
     1482 number      = {4},
     1483 pages       = {554--569},
     1484 note        = {\url{http://dx.doi.org/10.1002/hyp.9237}}
    14561485}
    14571486@ARTICLE{P2012,
     
    14611490 year        = {2012},
    14621491 volume      = {12},
    1463  pages       = {1213-1227},
    1464 }
    1465 
    1466 
     1492 pages       = {1213--1227},
     1493 note        = {\url{http://dx.doi.org/10.5194/nhess-12-1213-2012}}
     1494}
     1495
     1496
  • trunk/anuga_core/source/anuga_validation_tests/report.tex

    r8869 r8892  
    1818
    1919\title{Automated Report on the Performance of \anuga{} on Various Test Problems}
    20 \author{Sudi Mungkasi, Stephen Roberts, Gareth Davies, Rudy van Drie}    %Type your name(s) here!
     20\author{Sudi Mungkasi, Stephen Roberts, Gareth Davies, Rudy vanDrie}    %Type your name(s) here!
    2121\maketitle
    2222\tableofcontents
     
    5151\inputresults{Analytical_exact/lake_at_rest_immersed_bump}
    5252\inputresults{Analytical_exact/lake_at_rest_steep_island}
     53\inputresults{Analytical_exact/river_at_rest_varying_topo_width}
    5354\inputresults{Analytical_exact/rundown_mild_slope}
    5455\inputresults{Analytical_exact/subcritical_over_bump}
     
    6869%%======================
    6970\inputresults{Behaviour_only/lid_driven_cavity}
     71%\inputresults{Behaviour_only/river_flow_varying_topo_width}
    7072
    7173
    7274%%======================
    73 %\chapter{Benchmark Tests}
     75%\chapter{Benchmark Tests or Real World Tests}
    7476%%======================
    7577
     
    7880%\inputresults{Tests/Benchmarks/Okushiri}
    7981
    80 %======================
    81 %\chapter{Real World Tests}
    82 %======================
     82%\inputresults{Tests/Real_World/Patong}
    8383
    84 %\inputresults{Tests/Real_World/Patong}
     84
     85%%======================
     86\chapter{Tests against Other Referece Solutions}
     87%%======================
     88\inputresults{Other_references/radial_dam_break_dry}
     89\inputresults{Other_references/radial_dam_break_wet}
    8590
    8691%======================
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