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made small corrections with the tutorial figures
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@ -374,11 +374,12 @@ compile the program.
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\begin{figure}[h]
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\psfrag{K1}{K $= 10^{-7}\text{ m}^2$}
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\psfrag{phi1}{$\phi = 0.2$}
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\psfrag{Lin}{Linear Law}
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\psfrag{Lin}{Brooks-Corey Law}
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\psfrag{Lin2}{$\lambda = 1.8$, $p_b = 10000$}
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\psfrag{K2}{K $= 10^{-9}\text{ m}^2$}
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\psfrag{phi2}{$\phi = 0.15$}
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\psfrag{BC1}{Brooks Corey Law}
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\psfrag{BC2}{$\lambda = 1.8$, $p_b = 0.0$}
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\psfrag{BC1}{Brooks-Corey Law}
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\psfrag{BC2}{$\lambda = 2$, $p_b = 15000$}
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\psfrag{H1y}{50 m}
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\psfrag{H2y}{15 m}
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\psfrag{H3y}{20 m}
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@ -256,9 +256,9 @@ type tag.
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After this, change the \texttt{create()} method of the \texttt{Grid}
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property so that it matches the domain described
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by figure \ref{tutorial-coupled:ex2_Domain}. Adapt the problem class
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by figure \ref{tutorial-decoupled:ex2_Domain}. Adapt the problem class
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so that the boundary conditions are consistent with figure
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\ref{tutorial-coupled:ex2_BC}. Initially the domain is fully saturated
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\ref{tutorial-decoupled:ex2_BC}. Initially the domain is fully saturated
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with water and the pressure is $p_w = 5 \times 10^5 \text{Pa}$ . Oil
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infiltrates from the left side. Create a grid with $20$ cells in
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$x$-direction and $10$ cells in $y$-direction. The simulation time
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@ -286,7 +286,7 @@ compile the program.
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\psfrag{L3x}{25 m}
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\centering
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\includegraphics[width=0.8\linewidth,keepaspectratio]{EPS/Ex2_Domain.eps}
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\caption{Set-up of the model domain and the soil parameters}\label{tutorial-coupled:ex2_Domain}
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\caption{Set-up of the model domain and the soil parameters}\label{tutorial-decoupled:ex2_Domain}
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\end{figure}
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\begin{figure}[h]
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@ -297,7 +297,7 @@ compile the program.
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\psfrag{no flow}{no flow}
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\centering
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\includegraphics[width=0.8\linewidth,keepaspectratio]{EPS/Ex2_Boundary.eps}
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\caption{Boundary Conditions}\label{tutorial-coupled:ex2_BC}
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\caption{Boundary Conditions}\label{tutorial-decoupled:ex2_BC}
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\end{figure}
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\begin{itemize}
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