(14 January 2003) Consider the spread of a contaminant along a 2D channel or river. We directly derive the 1D discrete numerical model from the 2D advective and diffusive dynamics for the evolu-tion of the contaminant. The holistic discretisation of the 2D advection-diffusion equation is placed within the purview of centre manifold theory by dividing the physical domain into rectangular 2D elements through introducing artificial in-sulating boundaries which are later removed. The resulting holistic discretisation is consistent with the 1D Taylor model for shear dispersion in the channel. This new technique ac-curately models the subgrid scale processes and provides a direct link between the 1D numerical discretisation and th
This paper presents the results of an investigation of mass transport by diffusion and advection in...
A numerical model is expected to become the primary tool in predicting the flow depth of any flood e...
In a river, dead zones can be due to geometrical irregularities in the riverbanks and riverbed and/o...
Consider the spread of a contaminant along a 2D channel or river. We directly derive the 1D discrete...
© Oxford University Press 2004To achieve better precision in describing contaminant dispersion in ch...
A novel formulation of a two-dimensional mathematical model for the description of the hydrodynamics...
The contaminant transport process governed by the advection–diffusion equation plays an important ro...
The present research is concerned with modelling dispersion of contaminants and substances in turbul...
The classical one-dimensional advection-diffusion equation (ADE) gives an inadequate description of ...
In this work, a third-order local discontinuous Galerkin (LDG) method is applied to the numerical in...
Pollutant mixing in natural rivers is analyzed by using the two-dimensional depth-averaged advection...
A third-order accurate numerical method for the 2D shallow water equations, inclusive of the convect...
ABSTRACT The problem under consideration is the mixing of conservative, nonbuoyant pollutants releas...
We formulate and numerically analyse the averaged model of dispersion in turbulent canopy flows. Th...
International audienceTransport through 2D correlated porous media has been shown to induce mixing t...
This paper presents the results of an investigation of mass transport by diffusion and advection in...
A numerical model is expected to become the primary tool in predicting the flow depth of any flood e...
In a river, dead zones can be due to geometrical irregularities in the riverbanks and riverbed and/o...
Consider the spread of a contaminant along a 2D channel or river. We directly derive the 1D discrete...
© Oxford University Press 2004To achieve better precision in describing contaminant dispersion in ch...
A novel formulation of a two-dimensional mathematical model for the description of the hydrodynamics...
The contaminant transport process governed by the advection–diffusion equation plays an important ro...
The present research is concerned with modelling dispersion of contaminants and substances in turbul...
The classical one-dimensional advection-diffusion equation (ADE) gives an inadequate description of ...
In this work, a third-order local discontinuous Galerkin (LDG) method is applied to the numerical in...
Pollutant mixing in natural rivers is analyzed by using the two-dimensional depth-averaged advection...
A third-order accurate numerical method for the 2D shallow water equations, inclusive of the convect...
ABSTRACT The problem under consideration is the mixing of conservative, nonbuoyant pollutants releas...
We formulate and numerically analyse the averaged model of dispersion in turbulent canopy flows. Th...
International audienceTransport through 2D correlated porous media has been shown to induce mixing t...
This paper presents the results of an investigation of mass transport by diffusion and advection in...
A numerical model is expected to become the primary tool in predicting the flow depth of any flood e...
In a river, dead zones can be due to geometrical irregularities in the riverbanks and riverbed and/o...