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Next: The finite element method Up: Modelling transport phenomena Previous: Equations for groundwater flow

Equations for pollutant transport

The case of pollutant transport is somewhat more complicated, as there are more phenomena to consider. The basic type of pollutant movement is advection, meaning that the pollutant moves along with the water.

Figure 1: Transport Phenomena
\begin{figure}
\epsfysize =6cm
\vbox to 6cm{\centerline{\epsffile{transpheno.eps}}\vss}
\end{figure}

Molecular diffusion and macroscopic soil structure artifacts making the flow non-unidirectional cause that the pollution tends to expand in space. That is the phenomenon called dispersion. Adsorption means that the soil is able to gather pollutants, removing them from the solute. This is a two-way process, where the ratio of solved and adsorbed material depends on the concentration as defined by the sorption isoterms. The material removed form the solute is represented in the balance equation. In addition, pollutants may decay as time passes. This happens both to solved and adsorbed material, however, the rate of decay in the two phases is significantly different, and the decay in the solid phase may be neglected, staying on the safe side. The final equation containing all factors of transport looks like[1]:

\begin{displaymath}
\Re_{d}\frac{\partial C}{\partial t} + \epsilon v \nabla \c...
...nabla C) + (\epsilon Q_{\rho} + \Re \vartheta)C + Q_{C}
= 0
\end{displaymath}

The first term stands for adsorption, the $\Re_{d}$ derivative retardation is similar to the storativity $S$ in the flow equation. The second term represents advection, the third is for dispersion, with $D$ dispersion tensor calculated from molecular diffusion, longitudinal and transversal diffusion coefficients. The last two terms cover contaminant mass change from pollutant sources, polluted water entering or leaving the volume and decay, with decay coefficient $\vartheta$ and solved material ratio $\Re$.
next up previous
Next: The finite element method Up: Modelling transport phenomena Previous: Equations for groundwater flow
Szecsi Laszlo 2001-03-21