A derivation is given for a three dimensional mass transport equation which is appropriate for numerical modeling of estuary and continental shelf water quality variations for both the time dependent and steady state cases. A finite difference approximation to the derived equation is presented and a solution scheme for the resulting equations outlined. Preliminary results are obtained using the model for the extremely simple problems which have analytical solutions. The numerical model, as presented, will provide a scheme to study water quality problems in coastal waters for both steady state and time dependent cases
A tidally varying and a tidally averaged mass transport model are applied to the Fraser River Estuar...
An integrated numerical modeling methodology was developed for analysis of non-point contaminant pro...
1989 Summer.Includes bibliographic references (pages 109-118).Estuarine water quality management is ...
A model to predict the distribution of water quality parameters in three dimensions has been develop...
A three dimensional numerical model system has been developed for coastal circulation and water qual...
A one dimensional finite element model for the prediction of transient water quality in an estuary i...
A three dimensional numerical model system has been developed for coastal circulation and water qual...
A three-dimensional numerical model system was developed to predict circulation and water quality in...
A methodology for modeling the water quality mixing zone of dissolved metal bearing storm water runo...
During the past decade, the US Army Engineer Waterways Experiment station (WES) has developed and ap...
The basic equations for modelling two-dimensional hydrodynamics and transport in estuaries and coast...
The change of nonpoint source and freshwater discharge as a result of land use change might affect t...
The development of a two-dimensional, laterally integrated, estuarine, numerical water quality model...
The use of models for solving water quality and quantity problems is not restricted to mathematical ...
In Summer, 1974, an intensive field survey was conducted in the Nansemond River estuary from Suffolk...
A tidally varying and a tidally averaged mass transport model are applied to the Fraser River Estuar...
An integrated numerical modeling methodology was developed for analysis of non-point contaminant pro...
1989 Summer.Includes bibliographic references (pages 109-118).Estuarine water quality management is ...
A model to predict the distribution of water quality parameters in three dimensions has been develop...
A three dimensional numerical model system has been developed for coastal circulation and water qual...
A one dimensional finite element model for the prediction of transient water quality in an estuary i...
A three dimensional numerical model system has been developed for coastal circulation and water qual...
A three-dimensional numerical model system was developed to predict circulation and water quality in...
A methodology for modeling the water quality mixing zone of dissolved metal bearing storm water runo...
During the past decade, the US Army Engineer Waterways Experiment station (WES) has developed and ap...
The basic equations for modelling two-dimensional hydrodynamics and transport in estuaries and coast...
The change of nonpoint source and freshwater discharge as a result of land use change might affect t...
The development of a two-dimensional, laterally integrated, estuarine, numerical water quality model...
The use of models for solving water quality and quantity problems is not restricted to mathematical ...
In Summer, 1974, an intensive field survey was conducted in the Nansemond River estuary from Suffolk...
A tidally varying and a tidally averaged mass transport model are applied to the Fraser River Estuar...
An integrated numerical modeling methodology was developed for analysis of non-point contaminant pro...
1989 Summer.Includes bibliographic references (pages 109-118).Estuarine water quality management is ...