Changeset 4895

Timestamp:

Dec 21, 2007, 4:13:56 PM (17 years ago)

Author:

duncan

Message:

working on ANUGA report.

Files:

• anuga_validation/uq_friction_2007 (added)
• anuga_validation/uq_friction_2007/calc_norm.py (added)
• anuga_validation/uq_friction_2007/create_mesh.py (added)
• anuga_validation/uq_friction_2007/fromD_0.2_Slope0.05_x0.2-0.6_clean.csv (added)
• anuga_validation/uq_friction_2007/plot.py (added)
• anuga_validation/uq_friction_2007/project.py (added)
• anuga_validation/uq_friction_2007/run_dam.py (added)
• anuga_work/publications/anuga_2007/anuga_validation.tex (modified) (2 diffs)

anuga_work/publications/anuga_2007/anuga_validation.tex

@@ -486 +486 @@
 
 
+% Validation UQ flume
+% at X:\anuga_validation\uq_flume_2007
+% run run_dam.py to create sww file and .csv files
+% run plot.py to create graphs, and move them here
 \begin{figure}[htbp]
 \centerline{\includegraphics[width=4in]{uq-flume-depth.eps}}
@@ -507 +511 @@
 the reservoir gate is opened and the water flows into the other side
 of the flume.
+
+
+% Validation UQ friction
+% at X:\anuga_validation\uq_friction_2007
+% run run_dam.py to create sww file and .csv files
+% run plot.py to create graphs, and move them here
+\begin{figure}[htbp]
+\centerline{\includegraphics[width=4in]{uq-friction-depth.eps}}
+\caption{Comparison of wave tank and \ANUGA{} water height at .4 m
+  from the gate, simulated using a Mannings friction of 0.0 and 0.1.}\label{fig:uq-friction-depth}
+\end{figure}
 
 \section{Conclusions}