Changeset 5680


Ignore:
Timestamp:
Aug 26, 2008, 8:34:46 AM (14 years ago)
Author:
duncan
Message:

Current anuga paper

Location:
anuga_work/publications/anuga_2007
Files:
9 edited

Legend:

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

    r5679 r5680  
    5735737 waves.  Generally the first wave did not break, with subsequent
    574574waves breaking; accept for scenario 2, for which the first 3 waves
    575 did not break.
     575did not break.  Scenario 1 produced plunging breakers.  Scenario 3
     576produced collapsing breakers.  All other scenarios produced spilling
     577breakers.
     578
    576579
    577580Details of the tests performed are given in Table \ref{tab:hinwoodSummary}.
     
    612615\end{table}
    613616
    614  All of these experiments were simulated using ANUGA. The Mid-depth
    615 water velocity and wave height measured on the approach section were
    616 as boundary conditions for the ANUGA simulations.  For both the
     617 All of these tests were simulated using ANUGA. The Mid-depth water
     618velocity and wave height measured on the approach section were as
     619boundary conditions for the ANUGA simulations.  For both the
    617620experimental and simulation results the zero data was the still water
    618 line.  A Manning's friction coefficient of zero was used.  To quantify
    619 the difference between the simulated stage and the experimental stage
    620 the Root Mean Square Deviation (RMSD) (\cite{Kobayshi2000}) was used
     621line. The origin of the x coordinate is the toe of the beach, x
     622measured positive shorewards A Manning's friction coefficient of zero
     623was used.  To quantify the difference between the simulated stage and
     624the experimental stage the Root Mean Square Deviation (RMSD)
     625(\cite{Kobayshi2000}) was used
    621626
    622627\[
     
    630635\begin{figure}[htbp]
    631636\centerline{\includegraphics[width=4in]{S1-rmsd}}
    632 \caption{RMSD of stage between the wave tank and ANUGA for S1R1 and S1R2}
     637\caption{RMSD of stage between the wave tank and ANUGA for S1R1 and
     638  S1R2. Horizontal lines represent the x location of breaking waves.}
    633639\label{fig:S1-rmsd}
    634640\end{figure}
     
    637643\begin{figure}[htbp]
    638644\centerline{\includegraphics[width=4in]{S2-rmsd}}
    639 \caption{RMSD of stage between the wave tank and ANUGA for S2R1 and S2R2}
     645\caption{RMSD of stage between the wave tank and ANUGA for S2R1 and
     646S2R2. Horizontal lines represent the x location of breaking waves.}
    640647\label{fig:S2-rmsd}
    641648\end{figure}
     
    643650\begin{figure}[htbp]
    644651\centerline{\includegraphics[width=4in]{S3-rmsd}}
    645 \caption{RMSD of stage between the wave tank and ANUGA for S3R1 and S3R2}
     652\caption{RMSD of stage between the wave tank and ANUGA for S3R1 and
     653S3R2. Horizontal lines represent the x location of breaking waves.
     654Circles represent gauges shown in \ref{fig:S3-stage-compares}}
     655% More, circles represent gauges shown in
     656%\protect{\ref{fig:S3-stage-compares}} Again, circles represent gauges
     657%shown in \ref{fig:S3-stage-compares}}
    646658\label{fig:S3-rmsd}
    647659\end{figure}
     
    649661\begin{figure}[htbp]
    650662\centerline{\includegraphics[width=4in]{S4-rmsd}}
    651 \caption{RMSD of stage between the wave tank and ANUGA for S4R1 and S4R2}
     663\caption{RMSD of stage between the wave tank and ANUGA for S4R1 and
     664S4R2. Horizontal lines represent the x location of breaking waves.}
    652665\label{fig:S4-rmsd}
    653666\end{figure}
Note: See TracChangeset for help on using the changeset viewer.