Revised Recession of Reshaping Berm Breakwaters

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

4 Citationer (Scopus)

Abstrakt

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.
OriginalsprogEngelsk
TitelProceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
RedaktørerPatrick Lynett
Antal sider15
Vol/bind34
ForlagCoastal Engineering Research Council
Publikationsdato2014
ISBN (Trykt)978-0-9896611-2-6
ISBN (Elektronisk)978-0-9896611-2-6
DOI
StatusUdgivet - 2014
BegivenhedThe International Conference on Coastal Engineering - Seoul, Sydkorea
Varighed: 15 jun. 201420 jun. 2014
Konferencens nummer: 34

Konference

KonferenceThe International Conference on Coastal Engineering
Nummer34
LandSydkorea
BySeoul
Periode15/06/201420/06/2014
NavnCoastal Engineering. International Conference Proceedings
ISSN0893-8717

Emneord

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

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  • Citationsformater

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