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DHIJWASv Software FEFLOW 6.1

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Figure 7.1 Problem Settings dialog.<br />

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A transport simulation is always performed in conjunction<br />

with a flow simulation. <strong>FEFLOW</strong> provides<br />

capabilities for single-species and multispecies solutetransport<br />

simulation, heat-transport simulation, and<br />

combined mass-and-heat (“thermohaline”) transport<br />

calculations.<br />

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Transient simulations proceed from an initial condition<br />

and cover a specified time period. In contrast, a<br />

steady-state solution can be obtained directly and represents<br />

the state of a system having been subject to<br />

fixed boundary conditions and material properties for<br />

an infinitely long time. It is possible to combine a<br />

steady-state flow with a transient transport simulation.<br />

In such a case, the flow system is solved once at the<br />

beginning with all storage terms set to zero to obtain a<br />

steady-state solution as the basis for the transient transport<br />

calculation.<br />

Figure 7.2 Simulation types.<br />

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<strong>FEFLOW</strong> supports 2D and 3D models. Finite elements<br />

of a lower dimension (1D in 2D models, 1D/2D<br />

in 3D models), so-called discrete features can be<br />

added, representing for example fractures or boreholes.<br />

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A newly generated finite-element mesh always represents<br />

a 2D model. Two-dimensional models can be of<br />

horizontal, vertical, or axisymmetric projection.<br />

A typical application for horizontal 2D models are<br />

regional water-management models without significant<br />

vertical flow components. Vertical models are used, for<br />

example, for the simulation of unsaturated flow and<br />

saltwater intrusion. Axisymmetric models have a radial<br />

symmetry such as the cone of a pumping or injection<br />

well. Essential for the suitability of an axisymmetric<br />

model are material properties and outer boundary conditions<br />

that are homogeneous along the circumference<br />

of the well cone or mound.

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