Chapter
Apr 26, 2012

Analysis of the Stratification in the Guadiana Estuary

Publication: Estuarine and Coastal Modeling (2003)

Abstract

The construction of new dams in the Guadiana River (Portugal/Spain) motivated the analysis of the hydrodynamics of its estuary under strong river flows. The main objectives were to determine under which combinations of river flow and tidal amplitudes stratification occurs, and to characterize the velocity and salinity structure under these conditions. High-resolution numerical simulations were performed using a three-dimensional baroclinic model (ELCIRC) with a level 2.5 Mellor and Yamada turbulence closure scheme. Field data collected in the scope of this study were used both to validate the model and to complement the analysis of the estuarine behavior. The data were adequately reproduced and results were consistent with theory. Model results also provided additional details on the spatial distribution of salinity. For instance, the model shows that stratification decreases near the tip of the salt wedge at the end of flood. Some empirical criteria to predict stratification conditions were shown to be inadequate for the Guadiana estuary. Both data and model results were used to verify the hypothesis that pelagic organisms able to migrate vertically during the tidal cycle can take advantage of the baroclinic circulation to remain in the estuary even at high river flows. Although residual velocities are directed seaward at all depths, it was shown that, under stratified conditions, the vertical phase lags in the velocity field are sufficient to allow an organism with vertical migration capabilities to move upstream.

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Go to Estuarine and Coastal Modeling (2003)
Estuarine and Coastal Modeling (2003)
Pages: 1094 - 1113

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Published online: Apr 26, 2012

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Authors

Affiliations

L. Pinto
Research Fellow, Estuaries and Coastal Zones Division, National Laboratory of Civil Engineering, Av. do Brasil, 101, 1700-066 Lisbon, Portugal
A. Oliveira
Research Officer, Estuaries and Coastal Zones Division, National Laboratory of Civil Engineering, Av. do Brasil, 101, 1700-066 Lisbon, Portugal
A. B. Fortunato
Principal Research Officer, Estuaries and Coastal Zones Division, National Laboratory of Civil Engineering, Av. do Brasil, 101, 1700-066 Lisbon, Portugal
A. M. Baptista
M.ASCE
Professor, Oregon Health & Science University, OGI School of Science & Engineering, Center for Coastal and Land-Margin Research, 20,000 NW Walker Road, Beaverton, Oregon 97006-8921

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