Abstract

The need for more precise simulation of the transport of pollutants by underground water has drawn the attention of hydrologists to a class of approximation techniques known by the generic name of Mixed Finite Element Methods. The basic idea here is to approximate simultaneously the pressure P and its gradient, or more generally a gradient related velocity field q in such a way that both P h and q h can be proved to converge, in adequate norms, to their continuous counterparts, and that the approximated velocity field q h retains one important feature of the exact velocity field q, namely that it is continuous on each element and has a continuous normal component when passing from one element to the other

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