<%namespace name="tools" file="tools.tex"/>

The cross-shore profile is based on a simplified profile which is considered as more or less representative for most of the Dutch coast. This profile is often referred to as \emph{reference profile}. It has been scaled according to:

$n_d = 5$

$n_l = n_d (n_d / n_w^2)^{0.28} = 5 (5/1)^{0.28} = 5^{1.28} = 7.85$

Sand from prototype with $D_{50}$ = 225 $\mu$m was used as a bed material.

This experiment was carried out with constant hydraulic conditions:
\begin{table}[H]
  \centering
  \begin{tabular}{ll}
    wave height & 1.5 m \\\
    wave period & 5.4 s
  \end{tabular}
\end{table}

\autoref{fig:Deltaflume_M1263_III_Test-1_fig1} shows the profile development in time, simulated compared to measured. \autoref{tab:Deltaflume_M1263_III_Test-1_skills} shows the Brier Skill Scores at the moments in time which are comparable to profile measurements.

${tools.image('Deltaflume_M1263_III/Test-1/', 'fig1.eps')}
${tools.image('Deltaflume_M1263_III/Test-1/', 'fig2.eps')}
${tools.table('Deltaflume_M1263_III/Test-1/', 'skills.tex')}