Papers
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Mass Balance in Eulerian-Lagrangian Transport Simulations in Estuaries
This paper investigates the generation of flow mass errors in finite element shallow water models and the effect of these errors in the mass conservation of Eulerian-Lagrangian transport simulations. Flow mass errors are shown to be similar for several primitive and wave equation formulations. These errors occur primarily in areas of steep bathymetric gradients and near complex boundaries. Forcing Eulerian-Lagrangian transport simulations with nonconservative flow fields generates important mass imbalances, which can be mitigated by refining the flow grid.Comparatively, refining the transport grid only reduces marginally the mass errors.
Year: 2000
Number Pages:
126/8: 605-614.
Author(s): Oliveira, A.; Fortunato, A. B.; Melo Baptista, A.
Editor: Journal of Hydraulic Engineering
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Metais Tóxicos e Micro-Poluentes Orgânicos no Estuário do Rio das Pérolas.
N/A
Year: 2000
Number Pages:
24-32.
Author(s): Cardoso da Silva, M.
Editor: Lótus - Revista do Ambiente
Volume:
nº 14.
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News from Portuguese research on urban drainage
N/A
Year: 2000
Author(s): Matos, R. S.
Editor: 14th JCUD Newsletter
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Numerical simulation of wave propagation in the entrance of the Tagus estuary
A two-dimensional simulation of wave propagation is used to investigate wave transformation over the complex bottom geometry of the Tagus estuary entrance. The application of a hyperbolic numerical model based on the mild-slope equation in such large coastal area, where wave transformation is due to the simultaneous occurrence of the processes of refraction, diffraction, reflection and breaking, is done for the first time.Wave climate analysis is obtained for a vital area, the access to the port of Lisbon, where there is no field data available. Like in other coastal areas worldwide, navigation routes and strong currents are an obstacle to find strategic locations for wave-rider stations. Model results reveal the sheltering effects of the existent submerged sand bars in the estuary entrance against small frequency wave energy entering through the navigation channel. High frequency incoming waves are less susceptible to dissipate energy through the process of wave breaking over the bars, thus causing higher disturbance into the channel.
Year: 2000
Number Pages:
510-525.
Author(s): Oliveira, F. S. B. F.
Editor: Spaulding et al [Eds], Estuarine and Coastal Modeling VI
Volume:
ASCE.
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On legislation and concepts concerning geographical zoning for groundwater protection
N/A
Year: 2000
Number Pages:
4-6 pp.
Author(s): Lobo Ferreira, J. P. C.
Editor: Coastin
Volume:
Number 3.
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Perdas de Água em Sistemas de Abastecimento: Conceitos Básicos, Terminologia e Indicadores de Desempenho
N/A
Year: 2000
Number Pages:
15 p.
Author(s): Hirner, W.; Alegre, H.; Coelho, S. T.
Editor: Revista Recursos Hídricos
Volume:
20.
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Propagation of incident modulated waves past impermeable semi-infinite breakwaters
N/A
Year: 2000
Number Pages:
9 p.
Author(s): Neves, M. G.; Losada, M. A.; Losada, I.
Editor: Applied Ocean Research. ELSEVIER. 22 (1). 55-60. Janeiro de 2000
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Short wave and wave group scattering by a submerged porous plate
N/A
Year: 2000
Number Pages:
6 p.
Author(s): Neves, M. G.; Losada, I.; Losada, M. A.
Editor: Journal of Mechanical Engineering. ASCE. 126 (10). 1048-1056. Outubro de 2000
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Sistemas em alta e em baixa : é urgente corrigir a terminologia
N/A
Year: 2000
Author(s): Alegre, H.; Matos, R. S.
Editor: Água e Ambiente
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ST Co-operation with Asia in the Area of Sustainable Management of Natural Resources. A Co-ordination Meeting, China 1998.
N/A
Year: 2000
Author(s): Lobo Ferreira, J. P. C.; Tilak Viegas, F.
Editor: ******
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