Report: introduction
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@ -0,0 +1,59 @@
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@misc{olaFlow,
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author={Higuera, P.},
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title={olaFlow: {CFD} for waves [{S}oftware].},
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year=2017,
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doi={10.5281/zenodo.1297013},
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url={https://doi.org/10.5281/zenodo.1297013}
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}
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@report{amir,
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author={Amir Hossein Parvin},
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title={Processes allowing large block displacement under wave action},
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year={2020},
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}
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@article{cox2018extraordinary,
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title={Extraordinary boulder transport by storm waves (west of Ireland, winter 2013--2014), and criteria for analysing coastal boulder deposits},
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author={Cox, R{\'o}nadh and Jahn, Kalle L and Watkins, Oona G and Cox, Peter},
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journal={Earth-Science Reviews},
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volume={177},
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pages={623--636},
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year={2018},
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publisher={Elsevier}
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}
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@article{shah2013coastal,
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title={Coastal boulders in Martigues, French Mediterranean: evidence for extreme storm waves during the Little Ice Age},
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author={Shah-Hosseini, M and Morhange, C and De Marco, A and Wante, J and Anthony, EJ and Sabatier, F and Mastronuzzi, G and Pignatelli, C and Piscitelli, A},
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journal={Zeitschrift f{\"u}r Geomorphologie},
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volume={57},
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number={Suppl 4},
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pages={181--199},
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year={2013}
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}
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@conference{abadie,
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title={Large concrete block displacement under extreme wave: analysis of the 2/28/2017 event},
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author={A. Parvin and V Roeber and P.A. Poncet and D. Sous and M. Mengaillou and S. Abadie},
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booktitle={Seminaire technique EZPONDA},
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year={2019},
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}
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@phdthesis{poncet2021characterization,
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title={Characterization of wave impact loading on structures at full scale: field experiment, statistical analysis and 3D advanced numerical modeling},
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author={Poncet, Pierre-Antoine},
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year={2021},
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school={Pau}
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}
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@article{nott2003waves,
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title={Waves, coastal boulder deposits and the importance of the pre-transport setting},
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author={Nott, Jonathan},
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journal={Earth and Planetary Science Letters},
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volume={210},
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number={1-2},
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pages={269--276},
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year={2003},
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publisher={Elsevier}
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}
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\documentclass[english, a4paper, 12pt]{article}
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\title{OpenFoam Project\\\huge Simulation of the breaking wave flow at the
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Artha breakwater}
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\author{Edgar P. Burkhart}
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\begin{document}
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\maketitle
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\tableofcontents
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\section{Introduction}
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In February 2017, a \SI{50}{\tonne} concrete block was displaced by a wave at
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the Artha breakwater, in the entrance of the bay of Saint-Jean-de-Luz. This
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event was captured by a photographer, and an initial study (\cite{amir})
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allowed to highlight the circumstances which caused the block displacement.
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The phenomenon of block displacement by waves has been studied in the past with
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multiple approaches (\cite{cox2018extraordinary,shah2013coastal}). In 2014, a
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study of displaced blocks on the coast of Ireland was conducted by
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\cite{cox2018extraordinary}. This study highlighted a strong correlation
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between the mass of displaced boulders and coastal topography. Notably, an
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inverse exponential relation between boulder mass and elevation was
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established. According to the presentation by \cite{abadie}, the block that was
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displaced at the Artha breakwater in 2017 falls in accordance with these
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results, as shown in \autoref{fig:compcox}.
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\begin{figure}
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\centering
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\begin{tikzpicture}
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\begin{semilogyaxis}[
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xmin=0,
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xmax=25,
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ymin=0.1,
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ymax=1000,
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domain=0:25,
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grid=both,
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legend entries={\cite{cox2018extraordinary}, Artha 2017},
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xlabel={Elevation (\si{\m})},
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ylabel={Mass (\si{\tonne})},
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]
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\addplot[no markers] {exp(5.01-0.15*x)};
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};
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\caption{Comparison between the correlation found by
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\cite{cox2018extraordinary} and the block displaced at the Artha breakwater
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in 2017.}\label{fig:compcox}
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\end{figure}
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\cite{shah2013coastal} studied coastal boulders in Martigues, on the french
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mediterranean coast. Similarly to \cite{cox2018extraordinary}, displaced
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boulders were studied regarding their mass and position on the shore.
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The study concludes that those blocks are evidence of the risks associated with
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high energy waves on the mediterranean coast, and links the displaced boulders
|
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|
to extreme storms, but does not exclude the possibility of tsunamis.
|
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|
|
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|
Other studies focus on the theoretical aspects of bock displacement by water
|
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|
flow. \cite{nott2003waves} proposed a set of equations for determining the
|
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|
minimum wave height that would lead to displacement of a boulder in different
|
||||||
|
scenarios. This study highlights that the environment of the boulder before
|
||||||
|
transport is a major factor in calculating that minimum wave height, as well
|
||||||
|
as water depth at the boulder initial location.
|
||||||
|
|
||||||
|
\section{Methods}
|
||||||
|
|
||||||
|
\section{Results}
|
||||||
|
|
||||||
|
\section{Conclusion}
|
||||||
|
|
||||||
|
\nocite{*}
|
||||||
|
\printbibliography
|
||||||
|
\end{document}
|
||||||
Reference in New Issue