STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK

Meysam Bali; Amir Etemad-Shahidi; Marcel R.A. van Gent

doi:10.9753/icce.v37.structures.4

STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK

Meysam Bali, Amir Etemad-Shahidi, Marcel R.A. van Gent

Coastal Engineering

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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Abstract

Stability formulae for armour layers of rubble mound breakwaters are generally developed for perpendicular wave attack and do not include effects of oblique waves. Waves usually attack breakwater obliquely as the sea wave is three dimensional. Several studies have been performed to investigate the effect of wave angle (beta) on the armor stability. Galland (1994), Yu et al. (2002), Wolters and Van Gent (2010) and van Gent (2014) performed laboratory experiments to consider effects of oblique waves on the stability of armour layers. They performed tests with long-crested and/or short-crested waves on rock and concrete armours. The aim of this study is to find an appropriate and compatible reduction factor for EBV stability formulae.

Original language	English
Title of host publication	Proceedings of the Coastal Engineering Conference
Editors	Daniel Cox
Publisher	American Society of Civil Engineers (ASCE)
Number of pages	3
Edition	37
ISBN (Electronic)	9780989661164
DOIs	https://doi.org/10.9753/icce.v37.structures.4
Publication status	Published - 2023
Event	37th International Conference on Coastal Engineering, ICCE 2022 - International Convention Centre Sydney, Sydney, Australia Duration: 4 Dec 2022 → 9 Dec 2022 http://icce2022.com/

Publication series

Name	Proceedings of the Coastal Engineering Conference
Number	37
ISSN (Print)	0161-3782

Conference

Conference	37th International Conference on Coastal Engineering, ICCE 2022
Country/Territory	Australia
City	Sydney
Period	4/12/22 → 9/12/22
Internet address	http://icce2022.com/

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10.9753/icce.v37.structures.4

STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACKFinal published version, 571 KBLicence: CC BY

Cite this

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title = "STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK",

abstract = "Stability formulae for armour layers of rubble mound breakwaters are generally developed for perpendicular wave attack and do not include effects of oblique waves. Waves usually attack breakwater obliquely as the sea wave is three dimensional. Several studies have been performed to investigate the effect of wave angle (beta) on the armor stability. Galland (1994), Yu et al. (2002), Wolters and Van Gent (2010) and van Gent (2014) performed laboratory experiments to consider effects of oblique waves on the stability of armour layers. They performed tests with long-crested and/or short-crested waves on rock and concrete armours. The aim of this study is to find an appropriate and compatible reduction factor for EBV stability formulae. ",

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booktitle = "Proceedings of the Coastal Engineering Conference",

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note = "37th International Conference on Coastal Engineering, ICCE 2022 ; Conference date: 04-12-2022 Through 09-12-2022",

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Bali, M, Etemad-Shahidi, A & van Gent, MRA 2023, STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK. in D Cox (ed.), Proceedings of the Coastal Engineering Conference. 37 edn, Proceedings of the Coastal Engineering Conference, no. 37, American Society of Civil Engineers (ASCE), 37th International Conference on Coastal Engineering, ICCE 2022, Sydney, New South Wales, Australia, 4/12/22. https://doi.org/10.9753/icce.v37.structures.4

STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK. / Bali, Meysam; Etemad-Shahidi, Amir; van Gent, Marcel R.A.
Proceedings of the Coastal Engineering Conference. ed. / Daniel Cox. 37. ed. American Society of Civil Engineers (ASCE), 2023. (Proceedings of the Coastal Engineering Conference; No. 37).

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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AB - Stability formulae for armour layers of rubble mound breakwaters are generally developed for perpendicular wave attack and do not include effects of oblique waves. Waves usually attack breakwater obliquely as the sea wave is three dimensional. Several studies have been performed to investigate the effect of wave angle (beta) on the armor stability. Galland (1994), Yu et al. (2002), Wolters and Van Gent (2010) and van Gent (2014) performed laboratory experiments to consider effects of oblique waves on the stability of armour layers. They performed tests with long-crested and/or short-crested waves on rock and concrete armours. The aim of this study is to find an appropriate and compatible reduction factor for EBV stability formulae.

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STABILITY OF RUBBLE MOUND STRUCTURES UNDER OBLIQUE WAVE ATTACK

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