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

The cross-shore profile in this experiment is a representation of a profile at the Delfland coast.  It has been scaled according to:

$n_d = n_H = n_L = {n_T}^2 = 3.27$

$n_l = (3.27)^{1.28} = 4.56$

$n_t = (n_d)^{0.5} = (3.27)^{0.5} = 1.81$

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

This experiment was carried out with time varying hydraulic conditions (\autoref{fig:hydraulicconditions_Test4}), of which the maximum values were:
\begin{tabular}{ll}
  wave height & 1.85 m \\\
  wave period & 5.0 s
\end{tabular}

${tools.image('Deltaflume_M1263_III/Test-4/', 'hydraulicconditions_Test4.eps')}

\autoref{fig:Deltaflume_M1263_III_Test-4_fig1} shows the profile development in time, simulated compared to measured. \autoref{tab:Deltaflume_M1263_III_Test-4_skills} shows the Brier Skill Scores at the moments in time which are comparable to profile measurements.

${tools.image('Deltaflume_M1263_III/Test-4/', 'fig1.eps')}
${tools.image('Deltaflume_M1263_III/Test-4/', 'fig2.eps')}
${tools.table('Deltaflume_M1263_III/Test-4/', 'skills.tex')}