Changeset 5680

Timestamp:

Aug 26, 2008, 8:34:46 AM (16 years ago)

Author:

duncan

Message:

Current anuga paper

Location:

anuga_work/publications/anuga_2007

Files:

• S1-rmsd.pdf (modified) (previous)
• S1-stage-compare.pdf (modified) (previous)
• S2-rmsd.pdf (modified) (previous)
• S2-stage-compare.pdf (modified) (previous)
• S3-rmsd.pdf (modified) (previous)
• S3-stage-compare.pdf (modified) (previous)
• S4-rmsd.pdf (modified) (previous)
• S4-stage-compare.pdf (modified) (previous)
• anuga_validation.tex (modified) (6 diffs)

anuga_work/publications/anuga_2007/anuga_validation.tex

@@ -573 +573 @@
 7 waves.  Generally the first wave did not break, with subsequent
 waves breaking; accept for scenario 2, for which the first 3 waves
-did not break.
+did not break.  Scenario 1 produced plunging breakers.  Scenario 3
+produced collapsing breakers.  All other scenarios produced spilling
+breakers.
+
 
 Details of the tests performed are given in Table \ref{tab:hinwoodSummary}.
@@ -612 +615 @@
 \end{table}
 
- All of these experiments were simulated using ANUGA. The Mid-depth
-water velocity and wave height measured on the approach section were
-as boundary conditions for the ANUGA simulations.  For both the
+ All of these tests were simulated using ANUGA. The Mid-depth water
+velocity and wave height measured on the approach section were as
+boundary conditions for the ANUGA simulations.  For both the
 experimental and simulation results the zero data was the still water
-line.  A Manning's friction coefficient of zero was used.  To quantify
-the difference between the simulated stage and the experimental stage
-the Root Mean Square Deviation (RMSD) (\cite{Kobayshi2000}) was used
+line. The origin of the x coordinate is the toe of the beach, x
+measured positive shorewards A Manning's friction coefficient of zero
+was used.  To quantify the difference between the simulated stage and
+the experimental stage the Root Mean Square Deviation (RMSD)
+(\cite{Kobayshi2000}) was used
 
 \[
@@ -630 +635 @@
 \begin{figure}[htbp]
 \centerline{\includegraphics[width=4in]{S1-rmsd}}
-\caption{RMSD of stage between the wave tank and ANUGA for S1R1 and S1R2}
+\caption{RMSD of stage between the wave tank and ANUGA for S1R1 and
+  S1R2. Horizontal lines represent the x location of breaking waves.}
 \label{fig:S1-rmsd}
 \end{figure}
@@ -637 +643 @@
 \begin{figure}[htbp]
 \centerline{\includegraphics[width=4in]{S2-rmsd}}
-\caption{RMSD of stage between the wave tank and ANUGA for S2R1 and S2R2}
+\caption{RMSD of stage between the wave tank and ANUGA for S2R1 and
+S2R2. Horizontal lines represent the x location of breaking waves.}
 \label{fig:S2-rmsd}
 \end{figure}
@@ -643 +650 @@
 \begin{figure}[htbp]
 \centerline{\includegraphics[width=4in]{S3-rmsd}}
-\caption{RMSD of stage between the wave tank and ANUGA for S3R1 and S3R2}
+\caption{RMSD of stage between the wave tank and ANUGA for S3R1 and
+S3R2. Horizontal lines represent the x location of breaking waves.
+Circles represent gauges shown in \ref{fig:S3-stage-compares}}
+% More, circles represent gauges shown in
+%\protect{\ref{fig:S3-stage-compares}} Again, circles represent gauges
+%shown in \ref{fig:S3-stage-compares}}
 \label{fig:S3-rmsd}
 \end{figure}
@@ -649 +661 @@
 \begin{figure}[htbp]
 \centerline{\includegraphics[width=4in]{S4-rmsd}}
-\caption{RMSD of stage between the wave tank and ANUGA for S4R1 and S4R2}
+\caption{RMSD of stage between the wave tank and ANUGA for S4R1 and
+S4R2. Horizontal lines represent the x location of breaking waves.}
 \label{fig:S4-rmsd}
 \end{figure}