Add to ORKGStochastic modeling of non-reactive transport in saturated aquifers The mostly used model is the advection-dispersion equation for the concentration field c(x, t), ∂tc+V(x)∇c = D∇2c. • constant “local dispersion coefficient ” D and constant porosity; • heterogeneity modeled by V(x), a stationary velocity field which is a realization of a statistically homogeneous random space function. Issues: does a Gaussian up-scaling (macrodispersion) exist: 〈c
Subsurface flow and transport settings are typically characterized by spatial variability of the und...
The impact of heterogeneities on solute transport in the subsurface has been the focus of intensive ...
Scale dependency of solute dispersion in porous media is one of the major striking issues in simulat...
Non-reactive transport in saturated aquifers For constant (slowly variable) porosity the non-reactiv...
Stochastic modeling An often used model of non-reactive transport in random velocity fields is based...
Transport of an inert solute in a heterogeneous aquifer is governed by two mechanisms: advection by ...
Fickian assumptions are used in deriving the advection-dispersion equation which models the solute t...
ABSTRACT The inadequacy of the traditional approach of modelling transport in large porous formation...
We study the upscaling and prediction of large-scale solute dispersion in heterogeneous porous media...
Suppose C(x,t) is the concentration at position x in Rᵈ and time t > 0 of a solute which is diffusin...
Abstract: Fickian assumptions are used in deriving the advection-dispersion equation which models th...
[1] The macrodispersion model from stochastic transport theory is demonstrated to be of limited util...
Flow and transport take place in a formation of spatially variable conductivity K(x). The latter is ...
A stochastic analysis of macrodispersion for conservative solute transport in three-dimension (3D) h...
Non-Fickian solute transport models were investigated in the case of mildly heterogeneous porous med...
Subsurface flow and transport settings are typically characterized by spatial variability of the und...
The impact of heterogeneities on solute transport in the subsurface has been the focus of intensive ...
Scale dependency of solute dispersion in porous media is one of the major striking issues in simulat...
Non-reactive transport in saturated aquifers For constant (slowly variable) porosity the non-reactiv...
Stochastic modeling An often used model of non-reactive transport in random velocity fields is based...
Transport of an inert solute in a heterogeneous aquifer is governed by two mechanisms: advection by ...
Fickian assumptions are used in deriving the advection-dispersion equation which models the solute t...
ABSTRACT The inadequacy of the traditional approach of modelling transport in large porous formation...
We study the upscaling and prediction of large-scale solute dispersion in heterogeneous porous media...
Suppose C(x,t) is the concentration at position x in Rᵈ and time t > 0 of a solute which is diffusin...
Abstract: Fickian assumptions are used in deriving the advection-dispersion equation which models th...
[1] The macrodispersion model from stochastic transport theory is demonstrated to be of limited util...
Flow and transport take place in a formation of spatially variable conductivity K(x). The latter is ...
A stochastic analysis of macrodispersion for conservative solute transport in three-dimension (3D) h...
Non-Fickian solute transport models were investigated in the case of mildly heterogeneous porous med...
Subsurface flow and transport settings are typically characterized by spatial variability of the und...
The impact of heterogeneities on solute transport in the subsurface has been the focus of intensive ...
Scale dependency of solute dispersion in porous media is one of the major striking issues in simulat...