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