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Olaflow results

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Edgar P. Burkhart 2022-06-22 17:02:44 +02:00
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@ -123,11 +123,20 @@ the crest increases, with a zone reaching 400m long in front of the wave where t
\centering \centering
\includegraphics{fig/x.pdf} \includegraphics{fig/x.pdf}
\caption{Propagation of the wave supposed to be responsible for the block displacement; highlighted zone: \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} qualitatively estimated position of the wave crest.}\label{fig:swash_trans}
\end{figure*} \end{figure*}
\subsection{Hydrodynamic conditions on the breakwater} \subsection{Hydrodynamic conditions on the breakwater}
The two-dimensionnal olaFlow model near the breakwater allowed to compute the flow velocity near and on the breakwater
during the passage of the identified wave.
\begin{figure*}
\centering
\includegraphics{fig/U.pdf}
\caption{Horizontal velocity computed with the olaFlow model at x=-20m on the breakwater armor}\label{fig:U}
\end{figure*}
\section{Discussion} \section{Discussion}
\section{Methods} \section{Methods}