Ignore:
Timestamp:
Dec 21, 2007, 4:13:56 PM (16 years ago)
Author:
duncan
Message:

working on ANUGA report.

File:
1 edited

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  • anuga_work/publications/anuga_2007/anuga_validation.tex

    r4773 r4895  
    486486
    487487
     488% Validation UQ flume
     489% at X:\anuga_validation\uq_flume_2007
     490% run run_dam.py to create sww file and .csv files
     491% run plot.py to create graphs, and move them here
    488492\begin{figure}[htbp]
    489493\centerline{\includegraphics[width=4in]{uq-flume-depth.eps}}
     
    507511the reservoir gate is opened and the water flows into the other side
    508512of the flume.
     513
     514
     515% Validation UQ friction
     516% at X:\anuga_validation\uq_friction_2007
     517% run run_dam.py to create sww file and .csv files
     518% run plot.py to create graphs, and move them here
     519\begin{figure}[htbp]
     520\centerline{\includegraphics[width=4in]{uq-friction-depth.eps}}
     521\caption{Comparison of wave tank and \ANUGA{} water height at .4 m
     522  from the gate, simulated using a Mannings friction of 0.0 and 0.1.}\label{fig:uq-friction-depth}
     523\end{figure}
    509524
    510525\section{Conclusions}
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