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 evolution 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 insulating 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 accurately models the subgrid scale processes and provides a direct link between the 1D numerical discretisation and the original 2D physical dynamics. Cent...
We formulate and numerically analyse the averaged model of dispersion in turbulent canopy flows. Th...
In a river, dead zones can be due to geometrical irregularities in the riverbanks and riverbed and/o...
When dealing with environmental problems in natural water bodies, some knowledge of the flow dynamic...
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...
Pollutant mixing in natural rivers is analyzed by using the two-dimensional depth-averaged advection...
The present research is concerned with modelling dispersion of contaminants and substances in turbul...
The 2D solute transport equation can be incorporated into the 2D shallow water equations in order to...
The contaminant transport process governed by the advection–diffusion equation plays an important ro...
The classical one-dimensional advection-diffusion equation (ADE) gives an inadequate description of ...
ABSTRACT The problem under consideration is the mixing of conservative, nonbuoyant pollutants releas...
A novel formulation of a two-dimensional mathematical model for the description of the hydrodynamics...
In this work, a third-order local discontinuous Galerkin (LDG) method is applied to the numerical in...
We present a theory for dynamic longitudinal dispersion coefficient (D) for transport by Poiseuille ...
In this note we present some simulations and some analytical solutions, in closed form, of the advec...
We formulate and numerically analyse the averaged model of dispersion in turbulent canopy flows. Th...
In a river, dead zones can be due to geometrical irregularities in the riverbanks and riverbed and/o...
When dealing with environmental problems in natural water bodies, some knowledge of the flow dynamic...
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...
Pollutant mixing in natural rivers is analyzed by using the two-dimensional depth-averaged advection...
The present research is concerned with modelling dispersion of contaminants and substances in turbul...
The 2D solute transport equation can be incorporated into the 2D shallow water equations in order to...
The contaminant transport process governed by the advection–diffusion equation plays an important ro...
The classical one-dimensional advection-diffusion equation (ADE) gives an inadequate description of ...
ABSTRACT The problem under consideration is the mixing of conservative, nonbuoyant pollutants releas...
A novel formulation of a two-dimensional mathematical model for the description of the hydrodynamics...
In this work, a third-order local discontinuous Galerkin (LDG) method is applied to the numerical in...
We present a theory for dynamic longitudinal dispersion coefficient (D) for transport by Poiseuille ...
In this note we present some simulations and some analytical solutions, in closed form, of the advec...
We formulate and numerically analyse the averaged model of dispersion in turbulent canopy flows. Th...
In a river, dead zones can be due to geometrical irregularities in the riverbanks and riverbed and/o...
When dealing with environmental problems in natural water bodies, some knowledge of the flow dynamic...