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

Division of Civil and Environmental Engineering

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

7 Citations (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.

Original language	English
Title of host publication	Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014
Editors	Patrick Lynett
Number of pages	9
Volume	34
Publisher	Coastal Engineering Research Council
Publication date	2014
Pages	1-9
ISBN (Print)	978-0-9896611-2-6
ISBN (Electronic)	978-0-9896611-2-6
DOIs	https://doi.org/10.9753/icce.v34.structures.6
Publication status	Published - 2014
Event	The International Conference on Coastal Engineering - Seoul, Korea, Republic of Duration: 15 Jun 2014 → 20 Jun 2014 Conference number: 34

Conference

Conference	The International Conference on Coastal Engineering
Number	34
Country/Territory	Korea, Republic of
City	Seoul
Period	15/06/2014 → 20/06/2014

Series	Coastal Engineering. International Conference Proceedings
ISSN	0893-8717

Keywords

Overtopping
Conventional rubble mound breakwater
Berm breakwater
Long waves

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10.9753/icce.v34.structures.6

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Cite this

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. In P. Lynett (Ed.), Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014 (Vol. 34, pp. 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. editor / Patrick Lynett. Vol. 34 Coastal Engineering Research Council, 2014. pp. 1-9 (Coastal Engineering. International Conference Proceedings).

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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}",

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

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series = "Coastal Engineering. International Conference Proceedings",

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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. 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, pp. 1-9, The International Conference on Coastal Engineering , Seoul, Korea, Republic of, 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. ed. / Patrick Lynett. Vol. 34 Coastal Engineering Research Council, 2014. p. 1-9 (Coastal Engineering. International Conference Proceedings).

Research output: Contribution to book/anthology/report/conference proceeding › Article in proceeding › Research › peer-review

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AU - Røge, Mads Sønderstrup

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AU - Andersen, Thomas Lykke

AU - Burcharth, Hans F.

AU - Nørgaard, Jørgen Quvang Harck

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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

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T3 - Coastal Engineering. International Conference Proceedings

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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. In Lynett P, editor, Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. Vol. 34. Coastal Engineering Research Council. 2014. p. 1-9. (Coastal Engineering. International Conference Proceedings). doi: 10.9753/icce.v34.structures.6