Model Testing and Reliability Evalution of the New Deepwater Breakwater at La Coruña, Spain

Hans Falk Burcharth, Enrique Maciñeira, Pedro Canalejo

Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

8 Citations (Scopus)

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 languageEnglish
Title of host publicationCoastal Engineering 2002 : Solving Coastal Conundrums : Proceedings of the 28th International Conference
EditorsSmith, Jane McKee (ed.)
Number of pages13
Volume2
PublisherWorld Scientific
Publication date2003
Pages1581-1593
ISBN (Print)9812382380
DOIs
Publication statusPublished - 2003
EventThe 28th International Conference on Coastal Engineering (ICCE 2002) - Cardiff, Wales, United Kingdom
Duration: 7 Jul 200212 Jul 2002

Conference

ConferenceThe 28th International Conference on Coastal Engineering (ICCE 2002)
Country/TerritoryUnited Kingdom
CityCardiff, Wales
Period07/07/200212/07/2002

Keywords

  • Spain
  • Model Testing
  • Breakwater
  • Tests
  • La Coruña

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