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Computation of gravity currents in estuaries

TLDR
In this article, the two-layer model is applied to the Rotterdam Waterway, where a salt water and a fresh water layer are assumed to be present, either with or without mixing between them.
Abstract
A great deal of literature has been devoted to gravity currents in estuaries. However, more or less detailed theoretical models of these phenomena are scarce. This is partly due to the fact that the equations have been difficult to solve if they describe the situation with some generality. This difficulty is surmounted by the use of digital computers. A more fundamental drawback is the lack of knowledge concerning the physical processes of turbulent flow in a stratified fluid. This precludes a detailed two- or three-dimensional description of the flow-pattern. Some schematical models exist which give an overall picture of the flow, still taking variations in space (along the estuary) and time (with the tide) into account. One of these is the two-layer model that is the subject of the present study. It is found that a great part of the information required for engineering applications can be obtained from it. A salt water and a fresh water layer are assumed to be present, either with or without mixing between them. Although flow in most estuaries is not strictly stratified, the two-layer schematization can be useful. This follows from an investigation of the approximations involved in the derivation of the equations. Empirically, the same fact is demonstrated by applying the two-layer model to the partly mixed Rotterdam Waterway. Knowledge of the turbulent flow processes, though in a less detailed form, is still required for a two-layer model, mainly to describe turbulent friction and mixing at the interface, as well as convection through it. If the interface is assumed to be impermeable, only the turbulent friction remains as an empirical parameter. Although the dynamical processes are reproduced less well in this case, the applicability is found to be superior, due to the small number of empirical parameters. Too little is yet known concerning the exchange of salt and water between the layers to permit a more detailed reproduction by means of the model with mixing. The latter therefore will be applied only if information on the salinity is required. The two-layer models result in mean velocities in each layer, and for the case with mixing also in mean densities. These parameters can be applied to define a family of velocity and density profiles. Combined with a crude model of the turbulent structure, this turns out to give reasonably realistic profiles. Therefore as an extension of the two-layer model an estimate of the velocity (and density) profiles can be given. The theory is verified by means of the 1956 measurements in the Rotterdam Waterway. A satisfactory correspondence is found, especially for the case without mixing. An estimate of the interfacial frictional coefficient as a function of the global conditions is obtained by hindcasting a number of flume tests. Although the present study is concerned mainly with estuaries, the two-layer model can be applied to several other cases of stratified flow, notably those concerned with thermal stratification. Such applications, however, require specific descriptions of empirical quantities, like mixing, friction, radiation.

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Journal ArticleDOI

A Numerical Model of the Vertical Circulation of Tidal Estuaries and its Application to the Rotterdam Waterway

TL;DR: In this article, a two-dimensional numerical model has been developed to represent the vertical structure of current and salinity along an estuary of varying width and depth but with a rectangular cross-section.
Journal ArticleDOI

On the magnitude of interfacial shear of subcritical stratified flows in relation with interfacial stability

TL;DR: In this paper, the authors discuss the reasons why subcritical stratified flows may be treated as two-layer flows without mixing and give a summary of experimental data on the interfacial shear.
Book ChapterDOI

On the numerical formulation of a time dependent multi-level model of an estuary, with particular reference to boundary conditions

TL;DR: In this paper, a two dimensional model of the vertical circulation of an estuary has been developed, which solves, by an explicit finite difference initial value method, the equations of continuity, salt and momentum conservation for a channel of variable width and depth, but rectangular cross section.
BookDOI

Mathematical Modelling of Estuarine Physics

TL;DR: In this paper, a variety of mathematical-physical problems are met in the study of estuarine physics and ad-hoc considerations play a part in the choice and elaboration of numerical methods.
Journal ArticleDOI

A field study of interfacial friction and entrainment in a microtidal salt-wedge estuary

TL;DR: In this article, a detailed sampling campaign was conducted in the Rjecina River estuary in Croatia from January 2014 to June 2015 to investigate the interfacial friction and entrainment in a microtidal salt-wedge estuary.
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