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Add swash propa

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Edgar P. Burkhart 2022-06-07 14:11:15 +02:00
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@ -107,10 +107,27 @@ Nonetheless, the gap between the values is still fairly small and the extreme wa
\begin{figure*} \begin{figure*}
\centering \centering
\includegraphics{fig/maxw.pdf} \includegraphics{fig/maxw.pdf}
\caption{Free surface obtained with the SWASH model in two configurations. \textit{Case 1}: With breakwater; \caption{Free surface elevation obtained with the SWASH model in two configurations. \textit{Case 1}: With breakwater;
\textit{Case 2}: Without breakwater.}\label{fig:swash} \textit{Case 2}: Without breakwater.}\label{fig:swash}
\end{figure*} \end{figure*}
\subsection{Wave transformation}
The free surface obtained with the SWASH model using raw buoy measurements as an elevation boundary condition is
plotted in Figure~\ref{fig:swash_trans}. Those results display a strong transformation of the wave between the buoy and
the breakwater. Not only the amplitude, but also the shape of the wave are strongly impacted by the propagation over the
domain. While the amplitude of the wave is reduced as the wave propagates shorewards, the length of the trough and the
crest increases.
\begin{figure*}
\centering
\includegraphics{fig/x.pdf}
\caption{Propagation of the wave supposed to be responsible for the block displacement; highlighted zone:
qualitatively estimated position of the wave.}\label{fig:swash_trans}
\end{figure*}
\subsection{Hydrodynamic conditions on the breakwater}
\section{Discussion} \section{Discussion}
\section{Methods} \section{Methods}