Abstract
A new deepwater port development at Punta Langosteira near La Coruña is under design. Shelter is provided by a 2 km long rubble mound breakwater fully exposed to Atlantic waves. Max. water depth is 45 m, crownwall crest level is + 25 m and main armour blocks are 150 t cubes. Moorings for oil tankers are arranged along the inner side of the breakwater. The paper presents the design criteria, the design procedure, the main results from model testing, and the subsequent reliability evaluation and optimisation of the cross section design for the most exposed part of the breakwater. Model test results related to armour stability, overtopping, and wave wall forces are compared to predictions by available formulae.
Original language | English |
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Title of host publication | Coastal Engineering 2002 : Solving Coastal Conundrums : Proceedings of the 28th International Conference |
Editors | Smith, Jane McKee (ed.) |
Number of pages | 13 |
Volume | 2 |
Publisher | World Scientific |
Publication date | 2003 |
Pages | 1581-1593 |
ISBN (Print) | 9812382380 |
DOIs | |
Publication status | Published - 2003 |
Event | The 28th International Conference on Coastal Engineering (ICCE 2002) - Cardiff, Wales, United Kingdom Duration: 7 Jul 2002 → 12 Jul 2002 |
Conference
Conference | The 28th International Conference on Coastal Engineering (ICCE 2002) |
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Country/Territory | United Kingdom |
City | Cardiff, Wales |
Period | 07/07/2002 → 12/07/2002 |
Keywords
- Spain
- Model Testing
- Breakwater
- Tests
- La Coruña