diff --git a/report/chapters/swash.tex b/report/chapters/swash.tex
index f12e288..32af021 100644
--- a/report/chapters/swash.tex
+++ b/report/chapters/swash.tex
@@ -23,6 +23,13 @@ a PUV method \parencite{huntley1999use}.
 
 The results are displayed in \autoref{fig:swash_1_R}.
 
+\begin{figure}
+	\centering
+	\includegraphics{R.png}
+	\caption{Reflection coefficient computed with Swash. 1: With breakwater; 2:
+	Without breakwater.}\label{fig:swash_1_R}
+\end{figure}
+
 \subsection{Model 2}
 
 An attempt at running the model with the correct water level (\SI{4.5}{\m}) was
diff --git a/report/fig/R.png b/report/fig/R.png
new file mode 100644
index 0000000..1e15d92
Binary files /dev/null and b/report/fig/R.png differ
diff --git a/report/main.tex b/report/main.tex
index 5d83893..26a8f5a 100644
--- a/report/main.tex
+++ b/report/main.tex
@@ -14,6 +14,8 @@
 	pdfauthor = {Edgar P. Burkhart},
 }
 
+\graphicspath{{fig/}}
+
 \title{\interlight\huge M2 Internship\\{\Huge Bibliography review}\\
 \vspace{1em} Simulation of the breaking wave flow which generated the 50T
 concrete block displacement at the Artha breakwater on February 28, 2017}