Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability

Thomas Lykke Andersen; K. T. Skals; Hans F. Burcharth

doi:10.1142/9789814277426_0273

Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability

Thomas Lykke Andersen, K. T. Skals, Hans F. Burcharth

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

3 Citationer (Scopus)

Abstrakt

A model test study was conducted to study overtopping and front slope stability of homogenous and multi-layered berm breakwaters. The two breakwater types are compared and cons and pros are listed. The study shows that the optimum number of stone classes might be significantly lower than what has previously been used in the Icelandic type of berm breakwater because it seems that the number of stone classes in the berm can be reduced from five to two without significantly influencing overtopping and stability performance. Moreover, the new results are compared to the design formulae established for homogenous berm breakwaters by Lykke Andersen (2006).

Originalsprog	Engelsk
Titel	Coastal Engineering 2008 : Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008
Redaktører	Jane Mckee Smith
Antal sider	14
Forlag	World Scientific
Publikationsdato	2009
Sider	3298-3310
ISBN (Trykt)	9789814277402 (vol.4), 9789814277365 (Set)
DOI	https://doi.org/10.1142/9789814277426_0273
Status	Udgivet - 2009
Begivenhed	The International Conference on Coastal Engineering - Hamburg, Tyskland Varighed: 31 aug. 2008 → 5 sep. 2008 Konferencens nummer: 31

Konference

Konference	The International Conference on Coastal Engineering
Nummer	31
Land/Område	Tyskland
By	Hamburg
Periode	31/08/2008 → 05/09/2008

Bibliografisk note

The proceedings is also published as a eProceedings. See the DOI.

Emneord

Berm Breakwater
Stability Front Slope
Overtopping
Model Tests

Adgang til dokumentet

10.1142/9789814277426_0273

AUB Link

Søg efter materialet i Aalborg Universitetsbiblioteks søgemaskine

Citationsformater

Andersen, T. L., Skals, K. T., & Burcharth, H. F. (2009). Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability. I J. M. Smith (red.), Coastal Engineering 2008: Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008 (s. 3298-3310). World Scientific. https://doi.org/10.1142/9789814277426_0273

@inproceedings{65ce5bf0e24011ddb0a4000ea68e967b,

title = "Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability",

abstract = "A model test study was conducted to study overtopping and front slope stability of homogenous and multi-layered berm breakwaters. The two breakwater types are compared and cons and pros are listed. The study shows that the optimum number of stone classes might be significantly lower than what has previously been used in the Icelandic type of berm breakwater because it seems that the number of stone classes in the berm can be reduced from five to two without significantly influencing overtopping and stability performance. Moreover, the new results are compared to the design formulae established for homogenous berm breakwaters by Lykke Andersen (2006).",

keywords = "Berm Breakwater, Stability Front Slope, Overtopping, Model Tests, Berm Breakwater, Stability Front Slope, Overtopping, Model Tests",

author = "Andersen, {Thomas Lykke} and Skals, {K. T.} and Burcharth, {Hans F.}",

note = "The proceedings is also published as a eProceedings. See the DOI.; The International Conference on Coastal Engineering ; Conference date: 31-08-2008 Through 05-09-2008",

year = "2009",

doi = "10.1142/9789814277426_0273",

language = "English",

isbn = "9789814277402 (vol.4)",

pages = "3298--3310",

editor = "Smith, {Jane Mckee}",

booktitle = "Coastal Engineering 2008",

publisher = "World Scientific",

}

Andersen, TL, Skals, KT & Burcharth, HF 2009, Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability. i JM Smith (red.), Coastal Engineering 2008: Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008. World Scientific, s. 3298-3310, The International Conference on Coastal Engineering, Hamburg, Tyskland, 31/08/2008. https://doi.org/10.1142/9789814277426_0273

Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability. / Andersen, Thomas Lykke; Skals, K. T.; Burcharth, Hans F.
Coastal Engineering 2008: Proceedings of the 31^st International Conference : Hamburg, Germany, 31 August - 5 September 2008. red. / Jane Mckee Smith. World Scientific, 2009. s. 3298-3310.

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

TY - GEN

T1 - Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability

AU - Andersen, Thomas Lykke

AU - Skals, K. T.

AU - Burcharth, Hans F.

N1 - Conference code: 31

PY - 2009

Y1 - 2009

N2 - A model test study was conducted to study overtopping and front slope stability of homogenous and multi-layered berm breakwaters. The two breakwater types are compared and cons and pros are listed. The study shows that the optimum number of stone classes might be significantly lower than what has previously been used in the Icelandic type of berm breakwater because it seems that the number of stone classes in the berm can be reduced from five to two without significantly influencing overtopping and stability performance. Moreover, the new results are compared to the design formulae established for homogenous berm breakwaters by Lykke Andersen (2006).

AB - A model test study was conducted to study overtopping and front slope stability of homogenous and multi-layered berm breakwaters. The two breakwater types are compared and cons and pros are listed. The study shows that the optimum number of stone classes might be significantly lower than what has previously been used in the Icelandic type of berm breakwater because it seems that the number of stone classes in the berm can be reduced from five to two without significantly influencing overtopping and stability performance. Moreover, the new results are compared to the design formulae established for homogenous berm breakwaters by Lykke Andersen (2006).

KW - Berm Breakwater

KW - Stability Front Slope

KW - Overtopping

KW - Model Tests

KW - Berm Breakwater

KW - Stability Front Slope

KW - Overtopping

KW - Model Tests

U2 - 10.1142/9789814277426_0273

DO - 10.1142/9789814277426_0273

M3 - Article in proceeding

SN - 9789814277402 (vol.4)

SN - 9789814277365 (Set)

SP - 3298

EP - 3310

BT - Coastal Engineering 2008

A2 - Smith, Jane Mckee

PB - World Scientific

T2 - The International Conference on Coastal Engineering

Y2 - 31 August 2008 through 5 September 2008

ER -

Comparison of Homogenous and Multi-layered Berm Breakwaters with Respect to Overtopping and Front Slope Stability

Abstrakt

Konference

Bibliografisk note

Emneord

Adgang til dokumentet

AUB Link

Fingeraftryk

Citationsformater