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4 changed files with 49 additions and 11 deletions
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nature/fig/maxw.pdf
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nature/fig/maxw.pdf
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nature/fig/out_orbitals.pdf
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nature/fig/ts.pdf
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@ -1,6 +1,7 @@
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\documentclass[a4paper, twocolumn]{article}
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\usepackage{polyglossia} \usepackage{authblk}
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\usepackage[sfdefault]{inter}
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\usepackage{graphicx}
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\setmainlanguage{english}
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@ -48,9 +49,9 @@ Whether it is \textcite{nott2003}, \textcite{nandasena2011} or \textcite{weiss20
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equations suffer from a major flaw; they are all based on simplified analytical models and statistical analysis.
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Unfortunately, no block displacement event seems to have been observed directly in the past.
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In this paper, we study such an event. On February 28, 2017, a 50T concrete block was dropped by a wave on the crest of the
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Artha breakwater. Luckily, the event was captured by a photographer, and a wave buoy located 1.2km offshore captured
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the seastate. Information from the photographer allowed to establish the approximate time at which the block
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In this paper, we study such an event. On February 28, 2017, a 50T concrete block was dropped by a wave on the crest of
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the Artha breakwater. Luckily, the event was captured by a photographer, and a wave buoy located 1.2km offshore
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captured the seastate. Information from the photographer allowed to establish the approximate time at which the block
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displacement occured. The goal of this paper is to model the hydrodynamic conditions near the breakwater that lead to
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the displacement of the 50T concrete block.
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@ -61,17 +62,54 @@ using smoothed-particles hydrodynamics (SPH) or volume of fluid (VOF) models. SP
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representation of the fluid, while VOF models rely on an Eulerian representation. VOF models are generally more mature
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for the study of multiphase incompressible flows.
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In this paper, we use two nested models: a large scale one-dimensionnal model to study the transformation of the wave
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from the wave buoy to the proximity of the breakwater, and a VOF model in two vertical dimensions to study the
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hydrodynamic conditions near the breakwater. The large scale model uses SWASH \parencite{zijlema2011} a depth-averaged
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non-linear non-hydrostatic model that was already calibrated by \textcite{poncet2022}. The nested model uses olaFlow
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\parencite{higuera2015}, a VOF model based on volume averaged Reynolds averaged Navier-Stokes (VARANS) equations which
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relies on a macroscopic representation of the porous armour of the breakwater. The model is qualitatively calibrated
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using photographs from the storm of February 28, 2017.
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In this paper, we first use a one-dimensionnal depth-averaged non-linear non-hydrostatic model to verify that the
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signal measured by the wave buoy can be used as an incident wave input for the determination of hydrodynamic conditions
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near the breakwater. For this model, we use a SWASH model \parencite{zijlema2011} already calibrated by
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\textcite{poncet2022} on a domain reaching 1450m offshore of the breakwater.
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Results from the nested models are compared to the analytical equations provided by \textcite{nandasena2011}.
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Then, we use a nested VOF model in two vertical dimensions that uses the output from the larger scale SWASH model as
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initial and boundary conditions to obtain the hydrodynamic conditions on the breakwater. The models uses olaFlow
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\parencite{higuera2015}, a VOF model based on volume averaged Reynolds averaged Navier-Stokes (VARANS) equations, and
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which relies on a macroscopic representation of the porous armour of the breakwater. The model is qualitatively
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calibrated using photographs from the storm of February 28, 2017. Results from the nested models are finally compared
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to the analytical equations provided by \textcite{nandasena2011}.
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\section{Results}
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\subsection{Identified wave}
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Preliminary work with the photographer allowed to identify the time at which the block displacement event happened.
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Using the data from the wave buoy located 1250m offshore of the Artha breakwater, a seamingly abnormally large wave of
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14m amplitude was identified that is supposed to have lead to the block displacement.
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Initial analysis of the buoy data plotted in Figure~\ref{fig:wave} shows that the movement of the buoy follows two
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orbitals that correspond to an incident wave direction. These results would indicate that the identified wave is
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essentially an incident wave, with a minor reflected component.
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\begin{figure*}
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\centering
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\includegraphics{fig/ts.pdf}
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\includegraphics{fig/out_orbitals.pdf}
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\caption{\textit{Left}: Free surface measured during the extreme wave measured on February 28, 2017 at 17:23UTC.
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\textit{Right}: Trajectory of the wave buoy during the passage of this particular wave.}\label{fig:wave}
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\end{figure*}
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\subsection{Reflection analysis}
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The results from the large scale SWASH model using two configurations --- one of them being the real bathymetry, and
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the other being a simplified bathymetry without the breakwater --- are compared in Figure~\ref{fig:swash}. The results
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obtained with both simulations show a maximum wave amplitude of 13.9m for the real bathymetry, and 12.1m in the case
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where the breakwater is removed.
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The 13\% difference between those values highlights the existence of a notable amount of reflection at the buoy.
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Nonetheless, the gap between the values is still fairly small and the extreme wave identified on February 28, 2017 at
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17:23:08 could still be considered as an incident wave.
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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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\textit{Case 2}: Without breakwater.}\label{fig:swash}
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\end{figure*}
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\section{Discussion}
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