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contributor authorM. Espino
contributor authorM. A. Maidana
contributor authorA. Sánchez-Arcilla
contributor authorA. German
date accessioned2017-05-08T21:10:47Z
date available2017-05-08T21:10:47Z
date copyrightSeptember 2007
date issued2007
identifier other%28asce%290733-950x%282007%29133%3A5%28313%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41697
description abstractThe scope of the present work is the hydrodynamic study of the Huelva estuary inside an environmental impact project of a possible breaching of a mining sludge waste pond. This study is based on the numerical simulation of the mean river discharge and the tidal effect. The hydrodynamic models were validated against field measurements corresponding to the period in which the experimental data were registered. The measurements in the estuary primarily indicate that the currents oscillate according to the tidal variation along the river and these show that the currents evolve constantly with the tide so that the upstream speed increases until the end of the period of the tide’s rising and it subsequently diminishes until a change of direction at the end of the high tide. The speed of the downstream current increases rapidly during the period of maximum descent of the tide and it decreases again until a change of direction at the end of the low tide. Observations and numerical outputs showed an asymmetric trend in the temporal evolution of the speed of the current, reaching the maximum downstream speed approximately
publisherAmerican Society of Civil Engineers
titleHydrodynamics in the Huelva Estuary: Tidal Model Calibration Using Field Data
typeJournal Paper
journal volume133
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2007)133:5(313)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 005
contenttypeFulltext


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