Chapter
Dec 31, 2015
Littoral Transport Under Complex Wave Fields: Pecém, North East Brazil
Authors: Berry Elfrink, Domenico Accetta, Berenice Motta Vargas, and Wagner Santos Scisinio DiasAuthor Affiliations
Publication: Coastal Engineering 1998
Abstract
In connection with the design of new marine facilities a hydraulic study was carried out at Pecém, NE Brazil The project comprised mathematical modeling of waves, nearshore hydrodynamics and sediment transport before and after the construction of the offshore harbor in front of Ponta do Pecém. The wave conditions are characterized by the simultaneous occurrence of sea and swell from different directions. The littoral current generated by the sea becomes detached at the headland. A shore-connected spit develops under these circumstances. During periods of predominant swell the spit erodes. The main impact of the harbor is a further reduction of the littoral drift W of the headland, which causes increased sediment accumulation immediately W of the headland and coastal erosion W of the city of Pecém.
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© 1999 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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ASCE Technical Topics:
- Business management
- Coastal engineering
- Coastal processes
- Coasts, oceans, ports, and waterways engineering
- Developing countries
- Fluid mechanics
- Hydrologic engineering
- Littoral drift
- Ocean waves
- Practice and Profession
- River engineering
- Sediment
- Sediment transport
- Water and water resources
- Water waves
- Waves (fluid mechanics)
Authors
Affiliations
Berry Elfrink
Danish Hydraulic Institute, Agern Allé 5, DK-2970 Hørsholm, Denmark
Domenico Accetta
Institute de Pesquisas Hidroviárias, Rua General Gurjão 166, Caju – Rio de Janeiro, CEP: 20-931-040 Brazil
Berenice Motta Vargas
Institute de Pesquisas Hidroviárias, Rua General Gurjão 166, Caju – Rio de Janeiro, CEP: 20-931-040 Brazil
Wagner Santos Scisinio Dias
Institute de Pesquisas Hidroviárias, Rua General Gurjão 166, Caju – Rio de Janeiro, CEP: 20-931-040 Brazil
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