Revised Recession of Reshaping Berm Breakwaters

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4 Citations (Scopus)

Abstract

In this paper data has been collected on berm breakwater stability from several laboratories. The total database contains more than 1500 model test data on berm recession. The data has been compared to five existing recession formulae and most of the existing recession formulae provide good estimates within the validation area of the formula. The Lykke Andersen formula has the largest application area and provides reliable results in most cases. A slightly modified version of that formula is suggested and it is shown that the new formula has a very large application area and provides less uncertainty for partly and fully reshaping structures than other methods to assess the stability.
Original languageEnglish
Title of host publicationProceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
EditorsPatrick Lynett
Number of pages15
Volume34
PublisherCoastal Engineering Research Council
Publication date2014
ISBN (Print)978-0-9896611-2-6
ISBN (Electronic)978-0-9896611-2-6
DOIs
Publication statusPublished - 2014
EventThe International Conference on Coastal Engineering - Seoul, Korea, Republic of
Duration: 15 Jun 201420 Jun 2014
Conference number: 34

Conference

ConferenceThe International Conference on Coastal Engineering
Number34
CountryKorea, Republic of
CitySeoul
Period15/06/201420/06/2014
SeriesCoastal Engineering. International Conference Proceedings
ISSN0893-8717

Keywords

  • Rubble-mound breakwater
  • Berm breakwater
  • Recession
  • Stability

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  • Cite this

    Andersen, T. L., Moghim, M. N., & Burcharth, H. F. (2014). Revised Recession of Reshaping Berm Breakwaters. In P. Lynett (Ed.), Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014 (Vol. 34). Coastal Engineering Research Council. Coastal Engineering. International Conference Proceedings https://doi.org/10.9753/icce.v34.structures.53