Abstract

A general concept for the numerical modelling of an aquifer subsidence has been presented. Its main advantage is the separation from the three-dimensional flow model (which is a scalar field with one variable per node) and the compaction model (which is a vector field problem coupled to a scalar field problem, with 4 variables per node). This separation is very interesting for a “plate-like aquifer” because the compaction problem is reduced to a series of unidimensional problems with a small number of degree of freedom.

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