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FIrst Principle Based MOdelling of Transport in Unsaturated Media

 

Subproject III:

 

Multiphase flow and transport processes in porous media with
structures on different scales are relevant for several scientific research areas as well as application realms. Previous research has shown that the interaction of two fluids with the structure of the solid phase has a significant influence on the two-phase flow. Subproject I (SP I) at the ETH Zürich will detect the soil structures relevant for two fluid phase flow. With the help of this information Subproject II (SP II) at the TU Braunschweig will construct appropriate material functions (constitutive relationships) which will in turn be used by subproject III (SP III) at the Universität Stuttgart for multi phase flow simulations. SPI and SP II will work on the porescale, while SP III will do their simulations on the meso- and macroscale.

In cooperation with SPII our group will try to reveal similarities and differences in the numerical treatment of two-phase flow on the microscale and mesoscale using a dimensional analysis and solving a reference problem. The study should help to map microscale parameters to the mesoscale approach. Furthermore we want to analyse transient physical processes on the meso- and macroscale as a function of fluid and solid phase properties and structural parameters. Effective constitutive relationships will be formulated for the macroscale based on steady-state and transient numerical experiments. Subsequently we would like to extend the constitutive relationships and the balance equations by a dynamic capillary pressure-saturation relationship including hysteresis.

The relevance especially of the dynamic term will be investigated for the macroscale.

Up until now the dynamic capillary pressure-saturation relationship is implemented in the multi-phase simulation code. This new relationship differs from the well-established other parametrizations as shown in Figure 1.

Comparing the old and the new formulation, we see in the imbibition example in Figure 2 how the front calculated with the dynamic term is slowed down in comparison to the other formulation.

 

There two different kind of hysteresis models implemented in the our multi-phase code. One after Lenhard and Parker is depicted in Figure 3. There are a primary drainage and a primary imbibition curve enclosing all secondary loops. The second model represent a play-type hysteresis, where the primary curves are connected with vertical lines.

 


Applicants

Prof. Dr.-Ing. Rainer Helmig

Institute of Hydraulic Engineering
Pfaffenwaldring 61
70550 Stuttgart
Germany
Phone: +49 711 685 4741
Fax: +49 711 685 7020
rainer.helmig@iws.uni-stuttgart.de


Dr. Insa Neuweiler

Institute of Hydraulic Engineering
Pfaffenwaldring 61
70550 Stuttgart
Germany
Phone: +49 711 685 7015
Fax: +49 711 685 7020
insa.neuweiler@iws.uni-stuttgart.de


Staff

Dipl.-Ing. Hartmut Eichel, M. Sc.

Institute of Hydraulic Engineering
Pfaffenwaldring 61
70550 Stuttgart
Germany
Phone: +49 711 685 4630
Fax: +49 711 685 7020
hartmut.eichel@iws.uni-stuttgart.de


Alexandros Papafotiou, M. Sc.

Institute of Hydraulic Engineering
Pfaffenwaldring 61
70550 Stuttgart
Germany
Phone: +49 711 685 4630
Fax: +49 711 685 7020
Alexandros.Papafotiou@iws.uni-stuttgart.de


Last update:  13:49 30/03 2005


 
Institutions

Institute for Computerapplications in Civil Engineering, Braunschweig Technical University


 

Dept. of Hydromechanics and Modeling of Hydrosystems,
Institute of Hydraulic Engineering,
University of Stuttgart

 
Institute of Terrestrial Ecology,
ETH Zürich

 

Paul Scherrer Institut,
ETH Zürich

 

Department of Soil Science and Soil Physics,
Institute of GeoEcology,
Braunschweig Technical University

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