Three-dimensional Layer-integrated Modelling of Estuarine Flows with Flooding and Drying |
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Authors: | B. Lin R.A. Falconer |
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Affiliation: | Civil Engineering Department, Bradford University, Bradford, BD7 1DP, U.K. |
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Abstract: | Details are given of the refinement and application of a thee-dimensional (3-D) layer-integrated numerical model of tidal circulation, with the aim of simulating severe tidal conditions for practical engineering applications. The mode splitting strategy has been used in the model. A set of depth-integrated 2-D equations are first solved to give the pressure gradient, and the layer-integrated 3-D equations are then solved to obtain the vertical distributions of the flow velocities. Attention has been given to maintaining consistency of the physical quantities derived from the 2-D and 3-D equations. A TWO=layer mixing length turbulence model for the vertical shear stress distribution has been included in the model. Emphasis has been focused on applying the model to a real estuary, which is geometrically complicated and has large tidal ranges giving rise to extensive flooding and drying. The model has been applied to three examples, including: wind-driven flow in a rectangular lake, tidal circulation in a model rectangular harbour, and tidal circulation in a large estuary. Favourable results have been obtained for both the simple and complex flow beds. |
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Keywords: | hydrodynamics estuarine and coastal waters flooding and drying numerical modelling finite differences turbulent diffusion |
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