We present a two-phase flow model that arises from energetic-variational arguments and study its implication for the sedimentation of buoyant particles in a viscous fluid inside a Hele--Shaw cell and also compare corresponding simulation results to experiments. Based on a minimal dissipation argument, we provide a simplified 1D model applicable to sedimentation and study its properties and the numerical discretization. We also explore different aspects of its numerical discretization in 2D. The focus is on different possible stabilization techniques and their impact on the qualitative behavior of solutions. We use experimental data to verify some first qualitative model predictions and discuss these experiments for different stages of batch...
This thesis represents a contribution to physical and numerical modelling for sediment transport in ...
Many theories have been developed for predicting the vertical profiles of suspended sediment concent...
AbstractIn this paper, we study several spatially multidimensional initial-boundary value problems m...
We present a two-phase flow model that arises from energetic-variational arguments and study its imp...
AbstractA two-phase model for the simulation of sedimentation processes is presented. The model solv...
In this work we investigate a two-phase model for concentrated suspensions. We construct a PDE formu...
A new two-phase model for concentrated suspensions is derived that incorporates a constitutive law c...
A new two-phase model is derived that make use of a constitutive law combining non-Brownian suspensi...
We derive and study a dynamical model for suspensions of negatively buoyant particles on an incline....
A two-phase model for the simulation of sedimentation processes is presented. The model solves the c...
The sediment transport is an important problem in hydro-engineering. Accurate numerical modelling of...
International audienceA one-dimensional vertical two-phase flow model for sedimentation-consolidatio...
In this thesis we reported the results of our investigation into the behavior of particles settling ...
Sediment transport is induced by the interaction between turbulence and the solid particles that com...
The two-phase flow of a flocculated suspension in a closed settling vessel with inclined walls is in...
This thesis represents a contribution to physical and numerical modelling for sediment transport in ...
Many theories have been developed for predicting the vertical profiles of suspended sediment concent...
AbstractIn this paper, we study several spatially multidimensional initial-boundary value problems m...
We present a two-phase flow model that arises from energetic-variational arguments and study its imp...
AbstractA two-phase model for the simulation of sedimentation processes is presented. The model solv...
In this work we investigate a two-phase model for concentrated suspensions. We construct a PDE formu...
A new two-phase model for concentrated suspensions is derived that incorporates a constitutive law c...
A new two-phase model is derived that make use of a constitutive law combining non-Brownian suspensi...
We derive and study a dynamical model for suspensions of negatively buoyant particles on an incline....
A two-phase model for the simulation of sedimentation processes is presented. The model solves the c...
The sediment transport is an important problem in hydro-engineering. Accurate numerical modelling of...
International audienceA one-dimensional vertical two-phase flow model for sedimentation-consolidatio...
In this thesis we reported the results of our investigation into the behavior of particles settling ...
Sediment transport is induced by the interaction between turbulence and the solid particles that com...
The two-phase flow of a flocculated suspension in a closed settling vessel with inclined walls is in...
This thesis represents a contribution to physical and numerical modelling for sediment transport in ...
Many theories have been developed for predicting the vertical profiles of suspended sediment concent...
AbstractIn this paper, we study several spatially multidimensional initial-boundary value problems m...