Thermodynamic principles were applied to the problem of saturated/unsaturated flow in fractured porous media to develop a model based on the dual porosity conceptualization. The development was based on assumptions that the system was isothermal, that all phases were chemically inert, and that the solid phase was rigid. A general procedure was developed for incorporation of microscopic interfacial effects, where the interfacial properties were treated as volumetric average quantities. These quantities then appeared in the global constraints on interphase exchanges. It was proposed that the soil moisture characteristic curve should be decomposed into macropore and micropore components, which could then be used to develop the interphase mass ...
A three-dimensional model describing the two-phase (air-water) fluid flow equations in an integrated...
International audienceThis paper presents the experimental validation of a macroscopic model of unsa...
Three state variables namely, degree of saturation (Sw), capillary pressure (Pc) and specific air-wa...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
The deterministic modelling of bio-hydrological processes in soil requires a void structure model th...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
Dual-permeability models assume that the complete porous media system can be represented by two diff...
Dual-permeability models simulate flow and transport within soils characterized by preferential (mac...
Dual-permeability models assume that the complete porous media system can be represented by two diff...
Dual-permeability models simulate flow and transport within soils characterized by preferential (mac...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
Dual-porosity and dual-permeability models for preferential flow in unsaturated structured media (ma...
© 2016 American Society of Civil Engineers. Abstract: Geomaterials with aggregated structure or con...
We introduce an improved, one-dimensional, non-steady-state dual-permeability model (MACRO 5.1). The...
A three-dimensional model describing the two-phase (air-water) fluid flow equations in an integrated...
International audienceThis paper presents the experimental validation of a macroscopic model of unsa...
Three state variables namely, degree of saturation (Sw), capillary pressure (Pc) and specific air-wa...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
The deterministic modelling of bio-hydrological processes in soil requires a void structure model th...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
Dual-permeability models assume that the complete porous media system can be represented by two diff...
Dual-permeability models simulate flow and transport within soils characterized by preferential (mac...
Dual-permeability models assume that the complete porous media system can be represented by two diff...
Dual-permeability models simulate flow and transport within soils characterized by preferential (mac...
A conceptual model, based upon the bicontinuum double porosity approach, has been developed to simul...
Dual-porosity and dual-permeability models for preferential flow in unsaturated structured media (ma...
© 2016 American Society of Civil Engineers. Abstract: Geomaterials with aggregated structure or con...
We introduce an improved, one-dimensional, non-steady-state dual-permeability model (MACRO 5.1). The...
A three-dimensional model describing the two-phase (air-water) fluid flow equations in an integrated...
International audienceThis paper presents the experimental validation of a macroscopic model of unsa...
Three state variables namely, degree of saturation (Sw), capillary pressure (Pc) and specific air-wa...