Revised Recession of Reshaping Berm Breakwaters

Thomas Lykke Andersen; Mohammad Navid Moghim; Hans F. Burcharth

doi:10.9753/icce.v34.structures.53

Revised Recession of Reshaping Berm Breakwaters

Thomas Lykke Andersen, Mohammad Navid Moghim, Hans F. Burcharth

Sektionen for Infrastruktur, Vandbygning og Miljøteknologi

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

8 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.

Originalsprog	Engelsk
Titel	Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Redaktører	Patrick Lynett
Antal sider	15
Vol/bind	34
Forlag	Coastal Engineering Research Council
Publikationsdato	2014
ISBN (Trykt)	978-0-9896611-2-6
ISBN (Elektronisk)	978-0-9896611-2-6
DOI	https://doi.org/10.9753/icce.v34.structures.53
Status	Udgivet - 2014
Begivenhed	The International Conference on Coastal Engineering - Seoul, Sydkorea Varighed: 15 jun. 2014 → 20 jun. 2014 Konferencens nummer: 34

Konference

Konference	The International Conference on Coastal Engineering
Nummer	34
Land/Område	Sydkorea
By	Seoul
Periode	15/06/2014 → 20/06/2014

Navn	Coastal Engineering. International Conference Proceedings
ISSN	0893-8717

Emneord

Rubble-mound breakwater
Berm breakwater
Recession
Stability

Adgang til dokumentet

10.9753/icce.v34.structures.53

AUB Link

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Citationsformater

@inproceedings{c59ab91c0a7047f8bbee6814af7de57e,

title = "Revised Recession of Reshaping Berm Breakwaters",

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.",

keywords = "Rubble-mound breakwater, Berm breakwater, Recession, Stability, Rubble-mound breakwater, Berm breakwater, Recession, Stability",

author = "Andersen, {Thomas Lykke} and Moghim, {Mohammad Navid} and Burcharth, {Hans F.}",

year = "2014",

doi = "10.9753/icce.v34.structures.53",

language = "English",

isbn = "978-0-9896611-2-6",

volume = "34",

series = "Coastal Engineering. International Conference Proceedings",

publisher = "Coastal Engineering Research Council",

editor = "Patrick Lynett",

booktitle = "Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014",

note = "The International Conference on Coastal Engineering ; Conference date: 15-06-2014 Through 20-06-2014",

}

Andersen, TL, Moghim, MN & Burcharth, HF 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, The International Conference on Coastal Engineering , Seoul, Sydkorea, 15/06/2014. https://doi.org/10.9753/icce.v34.structures.53

Revised Recession of Reshaping Berm Breakwaters. / Andersen, Thomas Lykke; Moghim, Mohammad Navid; Burcharth, Hans F.
Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. red. / Patrick Lynett. Bind 34 Coastal Engineering Research Council, 2014. (Coastal Engineering. International Conference Proceedings).

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - Revised Recession of Reshaping Berm Breakwaters

AU - Andersen, Thomas Lykke

AU - Moghim, Mohammad Navid

AU - Burcharth, Hans F.

N1 - Conference code: 34

PY - 2014

Y1 - 2014

N2 - 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.

AB - 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.

KW - Rubble-mound breakwater

KW - Berm breakwater

KW - Recession

KW - Stability

KW - Rubble-mound breakwater

KW - Berm breakwater

KW - Recession

KW - Stability

U2 - 10.9753/icce.v34.structures.53

DO - 10.9753/icce.v34.structures.53

M3 - Article in proceeding

SN - 978-0-9896611-2-6

VL - 34

T3 - Coastal Engineering. International Conference Proceedings

BT - Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014

A2 - Lynett, Patrick

PB - Coastal Engineering Research Council

T2 - The International Conference on Coastal Engineering

Y2 - 15 June 2014 through 20 June 2014

ER -

Revised Recession of Reshaping Berm Breakwaters

Abstrakt

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AUB Link

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