Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions

Nicole  Færch Christensen; Mads Sønderstrup Røge; Jonas Bjerg Thomsen; Thomas Lykke Andersen; Hans F. Burcharth; Jørgen Quvang Harck Nørgaard

doi:10.9753/icce.v34.structures.6

Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions

Nicole Færch Christensen, Mads Sønderstrup Røge, Jonas Bjerg Thomsen, Thomas Lykke Andersen, Hans F. Burcharth, Jørgen Quvang Harck Nørgaard

Sektionen for Infrastruktur, Vandbygning og Miljøteknologi

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

7 Citationer (Scopus)

8 Downloads (Pure)

Abstract

In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves in both deep and shallow-water conditions are presented. The existing formulae provide quite different results for long waves for both conventional and berm breakwaters. Therefore, new model tests with focus on long waves have been performed for both types of breakwaters. The new model tests showed some deviation from the formulae. Therefore, limitations in the use of the present methods and an update for one of the methods are presented.

Originalsprog	Engelsk
Titel	Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Redaktører	Patrick Lynett
Antal sider	9
Vol/bind	34
Forlag	Coastal Engineering Research Council
Publikationsdato	2014
Sider	1-9
ISBN (Trykt)	978-0-9896611-2-6
ISBN (Elektronisk)	978-0-9896611-2-6
DOI	https://doi.org/10.9753/icce.v34.structures.6
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

Overtopping
Conventional rubble mound breakwater
Berm breakwater
Long waves

Adgang til dokumentet

10.9753/icce.v34.structures.6

AUB Link

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Citationsformater

Færch Christensen, N., Røge, M. S., Thomsen, J. B., Andersen, T. L., Burcharth, H. F., & Nørgaard, J. Q. H. (2014). Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions. I P. Lynett (red.), Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014 (Bind 34, s. 1-9). Coastal Engineering Research Council. https://doi.org/10.9753/icce.v34.structures.6

Færch Christensen, Nicole ; Røge, Mads Sønderstrup ; Thomsen, Jonas Bjerg et al. / Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions. Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. red. / Patrick Lynett. Bind 34 Coastal Engineering Research Council, 2014. s. 1-9 (Coastal Engineering. International Conference Proceedings).

@inproceedings{cad6abeb362345be94588bdd134e0719,

title = "Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions",

abstract = "In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves in both deep and shallow-water conditions are presented. The existing formulae provide quite different results for long waves for both conventional and berm breakwaters. Therefore, new model tests with focus on long waves have been performed for both types of breakwaters. The new model tests showed some deviation from the formulae. Therefore, limitations in the use of the present methods and an update for one of the methods are presented.",

keywords = "Overtopping, Conventional rubble mound breakwater, Berm breakwater, Long waves, Overtopping, Conventional rubble mound breakwater, Berm breakwater, Long waves",

author = "{F{\ae}rch Christensen}, Nicole and R{\o}ge, {Mads S{\o}nderstrup} and Thomsen, {Jonas Bjerg} and Andersen, {Thomas Lykke} and Burcharth, {Hans F.} and N{\o}rgaard, {J{\o}rgen Quvang Harck}",

year = "2014",

doi = "10.9753/icce.v34.structures.6",

language = "English",

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

volume = "34",

series = "Coastal Engineering. International Conference Proceedings",

publisher = "Coastal Engineering Research Council",

pages = "1--9",

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",

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Færch Christensen, N, Røge, MS, Thomsen, JB, Andersen, TL , Burcharth, HF & Nørgaard, JQH 2014, Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions. 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, s. 1-9, The International Conference on Coastal Engineering , Seoul, Sydkorea, 15/06/2014. https://doi.org/10.9753/icce.v34.structures.6

Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions. / Færch Christensen, Nicole ; Røge, Mads Sønderstrup; Thomsen, Jonas Bjerg et al.
Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. red. / Patrick Lynett. Bind 34 Coastal Engineering Research Council, 2014. s. 1-9 (Coastal Engineering. International Conference Proceedings).

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

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T1 - Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions

AU - Færch Christensen, Nicole

AU - Røge, Mads Sønderstrup

AU - Thomsen, Jonas Bjerg

AU - Andersen, Thomas Lykke

AU - Burcharth, Hans F.

AU - Nørgaard, Jørgen Quvang Harck

N1 - Conference code: 34

PY - 2014

Y1 - 2014

N2 - In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves in both deep and shallow-water conditions are presented. The existing formulae provide quite different results for long waves for both conventional and berm breakwaters. Therefore, new model tests with focus on long waves have been performed for both types of breakwaters. The new model tests showed some deviation from the formulae. Therefore, limitations in the use of the present methods and an update for one of the methods are presented.

AB - In this paper, the investigation of overtopping on rubble mound breakwaters for low steepness waves in both deep and shallow-water conditions are presented. The existing formulae provide quite different results for long waves for both conventional and berm breakwaters. Therefore, new model tests with focus on long waves have been performed for both types of breakwaters. The new model tests showed some deviation from the formulae. Therefore, limitations in the use of the present methods and an update for one of the methods are presented.

KW - Overtopping

KW - Conventional rubble mound breakwater

KW - Berm breakwater

KW - Long waves

KW - Overtopping

KW - Conventional rubble mound breakwater

KW - Berm breakwater

KW - Long waves

U2 - 10.9753/icce.v34.structures.6

DO - 10.9753/icce.v34.structures.6

M3 - Article in proceeding

SN - 978-0-9896611-2-6

VL - 34

T3 - Coastal Engineering. International Conference Proceedings

SP - 1

EP - 9

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 -

Færch Christensen N, Røge MS, Thomsen JB, Andersen TL , Burcharth HF , Nørgaard JQH. Overtopping on Rubble Mound Breakwaters for Low Steepness Waves in Deep and Depth Limited Conditions. I Lynett P, red., Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. Bind 34. Coastal Engineering Research Council. 2014. s. 1-9. (Coastal Engineering. International Conference Proceedings). doi: 10.9753/icce.v34.structures.6