Changeset 4929 for anuga_work/publications/anuga_2007/anuga_validation.tex

Timestamp:

Jan 11, 2008, 11:25:42 AM (17 years ago)

Author:

duncan

Message:

validation paper work

File:

• anuga_work/publications/anuga_2007/anuga_validation.tex (modified) (2 diffs)

anuga_work/publications/anuga_2007/anuga_validation.tex

@@ -507 +507 @@
  
 % Validation UQ flume
-% at X:\anuga_validation\uq_flume_2007
+% at X:\anuga_validation\uq_sloped_flume_2008
 % run run_dam.py to create sww file and .csv files
-% run plot.py to create graphs, and move them here
+% run plot.py to create graphs heere automatically
 \begin{figure}[htbp]
 \centerline{\includegraphics[width=4in]{uq-flume-depth.eps}}
@@ -529 +529 @@
 long.  For this experiment the reservoir water was 0.2m deep. At time
 zero the reservoir gate is opened and the water flows into the other
-side of the flume.  To accurately model the bed surface a Manning's
-friction value of 0.01, representing PVC was used.
+side of the flume.  The water ran up a flume slope of 0.03 m/m.  To
+accurately model the bed surface a Manning's friction value of 0.01,
+representing PVC was used.
 
 % Neale, L.C. and R.E. Price.  Flow characteristics of PVC sewer pipe.