| 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 |
Last update: 13:49 30/03 2005
|