Changeset 5140


Ignore:
Timestamp:
Mar 7, 2008, 4:56:35 PM (16 years ago)
Author:
duncan
Message:

adding pdfs with alot of white space at the bottom on the pretext that no pdf is worse that crappy pdf's. pdflatex uses them. I made them in irfanview.

Location:
anuga_work/publications/anuga_2007
Files:
5 added
1 edited

Legend:

Unmodified
Added
Removed
  • anuga_work/publications/anuga_2007/anuga_validation.tex

    r4929 r5140  
    1515% what packages to use.  Three useful packages are the following:
    1616\usepackage{graphicx} % avoid epsfig or earlier such packages
     17
     18
    1719\usepackage{url}      % for URLs and DOIs
    1820\newcommand{\doi}[1]{\url{http://dx.doi.org/#1}}
     
    6365
    6466\newcommand{\code}[1]{\texttt{#1}}
     67
    6568
    6669
     
    487490modelling capability.
    488491
    489 \subsection{UQ friction Validation}
     492\subsection{Manning's Friction Model Validation}
    490493 
    491494% Validation UQ friction
     
    494497% run plot.py to create graphs, and move them here
    495498\begin{figure}[htbp]
    496 \centerline{\includegraphics[width=4in]{uq-friction-depth.eps}}
     499\centerline{\includegraphics[width=4in]{uq-friction-depth}}
    497500\caption{Comparison of wave tank and \ANUGA{} water height at .4 m
    498501  from the gate, simulated using a Mannings friction of 0.0 and 0.1.}\label{fig:uq-friction-depth}
    499502\end{figure}
    500503
    501  Friction is modelled in ANUGA using the Manning's friction
     504 The bed friction is modelled in ANUGA using the Manning's
    502505 model. Validation of this model was carried out by comparing results
    503506 from ANUGA against experimental results from flume wave tanks. The
     
    505508at St Lucia, University of Queensland.
    506509 
    507  
     510%The Manning's friction model is
     511
     512%To validate the friction model
     513
     514\subsection{Stage and Velocity Validation in a Flume}
    508515% Validation UQ flume
    509516% at X:\anuga_validation\uq_sloped_flume_2008
    510517% run run_dam.py to create sww file and .csv files
    511518% run plot.py to create graphs heere automatically
     519% The Coasts and Ports '2007 paper is in TRIM d2007-17186
    512520\begin{figure}[htbp]
    513 \centerline{\includegraphics[width=4in]{uq-flume-depth.eps}}
     521\centerline{\includegraphics[width=4in]{uq-flume-depth}}
    514522\caption{Comparison of wave tank and \ANUGA{} water height at .4 m
    515523  from the gate}\label{fig:uq-flume-depth}
     
    517525
    518526\begin{figure}[htbp]
    519 \centerline{\includegraphics[width=4in]{uq-flume-velocity.eps}}
     527\centerline{\includegraphics[width=4in]{uq-flume-velocity}}
    520528\caption{Comparison of wave tank and \ANUGA{} water velocity at .45 m
    521529  from the gate}\label{fig:uq-flume-velocity}
    522530\end{figure}
    523531
    524 Flume data from the University of Queensland has also been used for
    525 validating the water height and velocity predicted by \ANUGA{}.  The
    526 Flume was set up for Dam-break experiments, having a water reservior
    527 at one end.  The flume was glass-sided, 3m long, 0.4m in wide, and
    528 0.4m deep, with a PVC bottom. The reservoir in the flume was 0.75m
    529 long.  For this experiment the reservoir water was 0.2m deep. At time
    530 zero the reservoir gate is opened and the water flows into the other
    531 side of the flume.  The water ran up a flume slope of 0.03 m/m.  To
    532 accurately model the bed surface a Manning's friction value of 0.01,
    533 representing PVC was used.
     532Flume experiments caried out at the University of Queensland has also
     533been used for validating the water height and velocity predicted by
     534\ANUGA{}.  The Flume was set up for Dam-break experiments, having a
     535water reservior at one end.  The flume was glass-sided, 3m long, 0.4m
     536in wide, and 0.4m deep, with a PVC bottom. The reservoir in the flume
     537was 0.75m long.  For this experiment the reservoir water was 0.2m
     538deep. At time zero the reservoir gate is opened and the water flows
     539into the other side of the flume.  The water ran up a flume slope of
     5400.03 m/m.  To accurately model the bed surface a Manning's friction
     541value of 0.01, representing PVC was used.
    534542
    535543% Neale, L.C. and R.E. Price.  Flow characteristics of PVC sewer pipe.
Note: See TracChangeset for help on using the changeset viewer.