Changeset 7241 for anuga_work

Timestamp:

Jun 22, 2009, 11:15:28 AM (16 years ago)

Author:

ole

Message:

Added ratios to sensitivity table

File:

• anuga_work/publications/boxing_day_validation_2008/patong_validation.tex (modified) (3 diffs)

anuga_work/publications/boxing_day_validation_2008/patong_validation.tex

@@ -819 +819 @@
 \end{equation}
 These values for the two aforementioned simulations are given in
-Table~\ref{table:inundationAreas} %FIXME (Ole): The left hand side of
-%these equations are not areas - consider another symbol.
+Table~\ref{table:inundationAreas}. High value of both $\rho_{in}$ and $\rho_{out}$ indicates 
+that the model overestimates the impact whereas low values of both quantities would indicate 
+an underestimation. A high value of $\rho_{in}$ combined with a low value of $\rho_{out}$ 
+indicates a good model prediction of the survey. 
 
 Discrepancies between the survey data and the modelled inundated
@@ -919 +921 @@
 friction coefficient, changing waveheight at the 100 m depth contour,
 and the presence and absence of buildings in the elevation dataset on
-model maximum inundation.
+model maximum inundation. The reference model is the one reported in 
+Figure~\ref{fig:inundationcomparison1cm} (right) with friction = 0.01, 
+buildings included and the boundary condition produced by the URSGA model.
 
 %========================Friction==========================%
@@ -969 +973 @@
 \label{table:inundationAreas}
 \caption{$\rho_{in}$ and $\rho_{out}$ of the reference simulation and all sensitivity studies}
-\begin{tabular}{|c|c|c|}
+\begin{tabular}{|l|c|c|}
 \hline
  & $\rho_{in}$ & $\rho_{out}$ \\ 
 \hline\hline
-Reference & 0.76 & 0.22\\ 
-Min. Friction & × & \\ 
-Max. Friction & × & \\ 
-Min. Wave-Height× & × & \\
-Max. Wave-Height× & × & \\
-No Buildings × & × & \\
+Reference model & 0.79 & 0.20\\ 
+Friction = 0.0003 & 0.83 & 0.26 \\ 
+Friction = 0.03 & 0.67 & 0.09\\ 
+Boundary wave hight minus 10 cm & 0.77 & 0.17 \\
+Boundary wave hight plus 10 cm & 0.82 & 0.22 \\
+No Buildings & 0.94 & 0.44 \\
 \hline 
 \end{tabular}