Related Experiment Video
Updated: Aug 20, 2026

The Diffusion of Passive Tracers in Laminar Shear Flow
Published on: May 1, 2018
Macro-scale effective constitutive relationships for two-phase flow processes in heterogeneous porous media with
Christopherus Braun1, Rainer Helmig, Sabine Manthey
1Technologieberatung Grundwasser und Umwelt GmbH, Maria Trost 3, D-56070 Koblenz, Germany.
Abstract:
Macro-scale simulations often play an important role in the assessment and remediation of contamination by dense non-aqueous phase liquids (DNAPLs) in the subsurface. Effective parameters for the macro scale are required for these simulations in order to avoid a detailed discretisation of the geological structures. Starting from the observed influence of heterogeneities on multiphase flow processes at the macro scale, we present an upscaling procedure from the local to the macro scale for the derivation of constitutive relationships for multiphase flow processes. The approach is based on the assumption of an equilibrium of (capillary) forces, which allows the application of a percolation model. This results in saturation distributions for different capillary pressures. Averaging these distributions gives rise to a macroscopic capillary pressure-saturation relationship. For the saturation distribution, relative permeabilities and effective conductivities are computed depending on the structure and the flow direction. These are averaged with the help of the renormalisation method. The evolving relative permeability-saturation relationship for the macro scale shows a saturation-dependent anisotropy and pronounced residual saturations of the nonwetting phase (which were not assumed for the local scale). The anisotropy reflects the underlying structure of the considered system that needs not to be known in detail.
Related Concept Videos
Typical Model Studies
Steady, Laminar Flow Between Parallel Plates
Major Losses in Pipes
Fluid flow can be classified as laminar or turbulent, primarily based on the Reynolds number. This dimensionless number reflects the relative influence of inertial to viscous...
Uniform Depth Channel Flow
Pore Size Distribution
Adequate...
Permeability of Concrete

