Report: introduction, thesis porosity

report/library.bib

@@ -7,7 +7,7 @@
 }
 
 @report{amir,
-	author={Amir Hossein Parvin},
+	author={Amir Parvin},
 	title={Processes allowing large block displacement under wave action},
 	year={2020},
 }
@@ -34,7 +34,7 @@
 
 @conference{abadie,
 	title={Large concrete block displacement under extreme wave: analysis of the 2/28/2017 event},
-	author={A. Parvin and V Roeber and P.A. Poncet and D. Sous and M. Mengaillou and S. Abadie},
+	author={Amir Parvin and Volker Roeber and Pierre-Antoine Poncet and D. Sous and M. Mengaillou and Stéphane Abadie},
 	booktitle={Seminaire technique EZPONDA},
 	year={2019},
 }
@@ -43,7 +43,8 @@
 	title={Characterization of wave impact loading on structures at full scale: field experiment, statistical analysis and 3D advanced numerical modeling},
 	author={Poncet, Pierre-Antoine},
 	year={2021},
-	school={Pau}
+	school={Pau},
+	chapter={4},
 }
 
 @article{nott2003waves,
@@ -57,3 +58,13 @@
   publisher={Elsevier}
 }
 
+@article{zijlema2011swash,
+  title={SWASH: An operational public domain code for simulating wave fields and rapidly varied flows in coastal waters},
+  author={Zijlema, Marcel and Stelling, Guus and Smit, Pieter},
+  journal={Coastal Engineering},
+  volume={58},
+  number={10},
+  pages={992--1012},
+  year={2011},
+  publisher={Elsevier}
+}

report/main.tex

@@ -50,13 +50,14 @@ results, as shown in \autoref{fig:compcox}.
 			]
 			\addplot[no markers] {exp(5.01-0.15*x)};
 			\addplot[only marks] coordinates {
-				(10,50)
+				(8.2,50)
 			};
+			\draw [dashed,help lines] (axis cs:0,50) -| (axis cs:8.2,0.1);
 		\end{semilogyaxis}
 	\end{tikzpicture}
 	\caption{Comparison between the correlation found by
 	\cite{cox2018extraordinary} and the block displaced at the Artha breakwater
-	in 2017.}\label{fig:compcox}
+	in 2017 (\SI{50}{\tonne}, \SI{8.2}{\m}).}\label{fig:compcox}
 \end{figure}
 
 \cite{shah2013coastal} studied coastal boulders in Martigues, on the french
@@ -73,12 +74,25 @@ 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.
 
+The goal of this project will be to perform a sensibility study on the
+parameters representing the porosity of the shell of the artha breakwater in a
+two-dimensionnal olaFlow (\cite{olaFlow}) simulation of wave impact on the
+breakwater.
+
+Studies on the transformation of waves over the Artha breakwater have already
+been conducted. \cite{poncet2021characterization} has performed such a study
+using the SWASH (\cite{zijlema2011swash}) model. The results from a calibration
+study on the porosity of the breakwater shell yielded a porosity of \num{0.25}
+for the lowest root mean squared error compared to experimental values.
+This value is unexpectedely low, and a porosity of \num{0.40} was used in the
+following computations, as it represents the expected porosity of such a
+block armour.
+
 \section{Methods}
 
 \section{Results}
 
 \section{Conclusion}
 
-\nocite{*}
 \printbibliography
 \end{document}