In this chapter, we present fv-unsat, a multipoint finite-volume–based solver for unsaturated flow in deformable and nondeformable porous media. The latter is described using the mixed form of Richards’ equation, whereas the former by the equations of unsaturated poroelasticity. The module aims at flexibility, relying heavily on discrete operators and equations, exploiting the automatic differentiation framework provided by the MATLAB Reservoir Simulation Toolbox (MRST). Our examples cover two numerical convergence tests and two three-dimensional practical applications, including the water infiltration process in a nondeformable soil column and a realistic desiccation process of a deformable clay sample using atmospheric boundary conditions...
Flows in unsaturated medium are frequent in the field of civil engineering and more particularly in ...
In reservoir simulations, one of the biggest challenges is solving large modelswith complex geologic...
In this work we consider a mathematical model for two-phase flow in porous media. The fluids are ass...
In this chapter, we present fv-unsat, a multipoint finite-volume–based solver for unsaturated flow i...
The Unsaturated Flow In Deformable Porous Media (UFIDPM) plays a crucial role in several academic an...
We propose a multiscale finite volume method (MSFV) for simulation of coupled flow-deformation in he...
We propose a multiscale finite volume method (MSFV) for simulation of coupled flow-deformation in he...
When modelling fluid fl ow in subsurface, the impact of solid deformation on fluid fl ow is often ov...
We introduce a numerical method for the approximation of linear poroelasticity equations, representi...
The coupled equations of Biot's poroelasticity, consisting of stress equilibrium and fluid mass bala...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
The aim of this paper is to address a number of significant challenges in the analysis of multiphase...
A fully coupled numerical model has been developed which describes multiphase fluid flow through soi...
A multiphase consolidation theory is presented which considers a three-dimensional deformation field...
Thesis (Ph.D.)--University of Washington, 2013Poroelasticity theory models the mechanics of porous, ...
Flows in unsaturated medium are frequent in the field of civil engineering and more particularly in ...
In reservoir simulations, one of the biggest challenges is solving large modelswith complex geologic...
In this work we consider a mathematical model for two-phase flow in porous media. The fluids are ass...
In this chapter, we present fv-unsat, a multipoint finite-volume–based solver for unsaturated flow i...
The Unsaturated Flow In Deformable Porous Media (UFIDPM) plays a crucial role in several academic an...
We propose a multiscale finite volume method (MSFV) for simulation of coupled flow-deformation in he...
We propose a multiscale finite volume method (MSFV) for simulation of coupled flow-deformation in he...
When modelling fluid fl ow in subsurface, the impact of solid deformation on fluid fl ow is often ov...
We introduce a numerical method for the approximation of linear poroelasticity equations, representi...
The coupled equations of Biot's poroelasticity, consisting of stress equilibrium and fluid mass bala...
In soil mechanics assumption of only vertical subsidence is often invoked and this leads to the one-...
The aim of this paper is to address a number of significant challenges in the analysis of multiphase...
A fully coupled numerical model has been developed which describes multiphase fluid flow through soi...
A multiphase consolidation theory is presented which considers a three-dimensional deformation field...
Thesis (Ph.D.)--University of Washington, 2013Poroelasticity theory models the mechanics of porous, ...
Flows in unsaturated medium are frequent in the field of civil engineering and more particularly in ...
In reservoir simulations, one of the biggest challenges is solving large modelswith complex geologic...
In this work we consider a mathematical model for two-phase flow in porous media. The fluids are ass...