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Biblio: final

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Edgar P. Burkhart 2022-02-28 19:11:29 +01:00
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@ -34,13 +34,13 @@ located along the wave direction, along with spectral analysis, in order to
extract the incident and reflected wave spectra. Their work is based on the
earlier work of \textcite{thornton1972spectral}. \textcite{goda1977estimation}
analyzed the wave spectrum components using the Fast Fourier Transform, and
suggests that this method is adequate for studies in wave flumes. They noted
suggest that this method is adequate for studies in wave flumes. They noted
that this method provides diverging results for gauge spacings that are
multiples of half of the wave length. \textcite{morden1977decomposition}
applies this technique to a field study, where the sea state is wind generated.
\textcite{morden1977decomposition} showed that, using appropriate spectral
analysis methods along with linear wave theory, the decomposition of the sea
state into incident and reflected waves is accurate. A relation between the
state into incident and reflected waves is accurate. A relationship between the
maximum obtainable frequency and the distance between the sensors is provided.
According to \textcite{morden1977decomposition}, the only needed knowledge on
the wave environment is that wave frequencies are not modified by the
@ -86,10 +86,10 @@ and reflected waves. This method relies on two or more gauges, using a least
squares method. Results are very accurate in the absence of noise, but a small
amount of error appears when noise is added.
\textcite{inch2016accurate} noticed that the presence of noise led to
overestimation of reflection coefficient. The creation of bias lookup tables is
proposed in order to account for noise-induced error in reflection coefficient
estimations.
\textcite{inch2016accurate} confirmed that the presence of noise led to
overestimation of the reflection coefficient. The creation of bias lookup
tables is proposed in order to account for noise-induced error in reflection
coefficient estimations.
\textcite{andersen2017estimation,roge2019estimation} later proposed
improvements to account for highly non-linear regular and irregular waves
@ -138,7 +138,7 @@ theory, and provided accurate results for full reflection of irregular
non-breaking waves. Low-reflection scenarii were evaluated against the results
from \textcite{goda1977estimation}, and showed good agreement between both
methods. \textcite{hughes1993} also highlights that reflection estimates are
unreliable for higher frequency, where coherency between the two measured
unreliable for higher frequencies, where coherency between the two measured
series is lower.
Following the work of \textcite{tatavarti1989incoming},
@ -233,7 +233,7 @@ does increase the accuracy of the model. Similar results are found by
\textcite{wen2016sph} when studying wave impact on non-porous structures using
the same model.
The same model was then extended to a three-dimensional model by
That model was then extended to a three-dimensional model by
\textcite{wen20183d}. The computed free surface and forces on a structure were
shown to be accurately predicted by the 3D model.
@ -277,7 +277,7 @@ used for three-dimensional models.
\textcite{altomare2017long} presented a wave generation method for long-crested
(second order) waves in a WCSPH model using a piston wave maker. Although this
method leads to high reflection, but the possibility of generating irregular
method leads to high reflection, the possibility of generating irregular
waves was highlighted.
Similarly to \textcite{liu2015isph}, \textcite{wen2018non} proposed a wave
@ -318,7 +318,8 @@ applicability to such models in studying real cases using in-situ data.
Contrary to SPH models, the volume of fluid (VOF) method relies on a Eulerian
representation of the fluid \parencite{hirt1981volume}. This method uses a
marker function, the value of which represents the fraction of fluid in a cell.
marker function, the value of which represents the fraction of fluid in a mesh
cell.
\subsubsection{2D models}
@ -545,6 +546,13 @@ depending on wave orientation.
\subsection{Conclusion}
Block displacement by waves has been widely studied in the literature.
Nevertheless, most validation has been conducted using laboratory experiments,
and reliable real-world data on that subject is scarce. This highlights the
opportunity provided by the 2017 Saint-Jean-de-Luz event, as the availability
of in-situ data allows for real-world validation of the results from earlier
research.
%\subsection{In-situ studies}
%
%\cite{barbano2010large}: boulders deposity in Sicily -> probably tsunamis