Abstract The basic assumption of models for the transport of contaminants through soil is that the movements of solute particles are characterized by the Brownian motion. However, the complexity of pore space in natural porous media makes the hypothesis of Brownian motion far too restrictive in some situations. Therefore, al-ternative models have been proposed. One of the models, many times encountered in hydrology, is based in fractional differential equations, which is a one dimen-sional fractional advection diffusion equation where the usual second-order deriva-tive gives place to a fractional derivative of order α, with 1 < α ≤ 2. When a frac-tional derivative replaces the second order derivative in a diffusion or dispersion model, i...
Background: solute transport in highly heterogeneous media and even neutron diffusion in nuclear env...
Utilizing the double-porosity approach it is assumed that porous medium is constituted by two groups...
Utilizing the double-porosity approach it is assumed that porous medium is constituted by two groups...
The basic assumption of models for the transport of contaminants through soil is that the movements ...
The non-Darcian flow and solute transport in geometrically nonlinear porous media are modeled with R...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
The conventional mathematical model expressed by the advection–dispersion equation has been widely u...
Solute transport in soils is commonly simulated with the advective–dispersive equation, or ADE. It h...
Solute transport in soils is commonly simulated with the advective–dispersive equation, or ADE. It h...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
The paper provides an introduction to fundamental concepts of mathematical modeling of mass transpor...
The paper provides an introduction to fundamental concepts of mathematical modeling of mass transpor...
The paper provides an introduction to fundamental concepts of mathematical modeling of mass transpor...
Background: solute transport in highly heterogeneous media and even neutron diffusion in nuclear env...
Utilizing the double-porosity approach it is assumed that porous medium is constituted by two groups...
Utilizing the double-porosity approach it is assumed that porous medium is constituted by two groups...
The basic assumption of models for the transport of contaminants through soil is that the movements ...
The non-Darcian flow and solute transport in geometrically nonlinear porous media are modeled with R...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
The conventional mathematical model expressed by the advection–dispersion equation has been widely u...
Solute transport in soils is commonly simulated with the advective–dispersive equation, or ADE. It h...
Solute transport in soils is commonly simulated with the advective–dispersive equation, or ADE. It h...
Solute transport in the fractured porous confined aquifer is modeled by the advection-dispersion equ...
The paper provides an introduction to fundamental concepts of mathematical modeling of mass transpor...
The paper provides an introduction to fundamental concepts of mathematical modeling of mass transpor...
The paper provides an introduction to fundamental concepts of mathematical modeling of mass transpor...
Background: solute transport in highly heterogeneous media and even neutron diffusion in nuclear env...
Utilizing the double-porosity approach it is assumed that porous medium is constituted by two groups...
Utilizing the double-porosity approach it is assumed that porous medium is constituted by two groups...