Overtopping and Rear Slope Stability of Reshaping & Non-reshaping Berm Breakwaters

Thomas Lykke Andersen; H. F. Burcharth

Overtopping and Rear Slope Stability of Reshaping & Non-reshaping Berm Breakwaters

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

Abstrakt

Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studied in a wave flume. A total of 695 tests have been performed to cover the influence of crest freeboard, crest width, berm width, berm elevation, stone size and sea state. Formula for average overtopping discharge that includes these parameters has been derived. The measurements show good correlation between average overtopping discharge and rear slope damage.

Originalsprog	Engelsk
Titel	Coastal Engineering 2004 : Proceedings of the 29th International Conference
Redaktører	Jane McKee Smith
Antal sider	15
Vol/bind	4
Forlag	U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory
Publikationsdato	2004
Sider	4326-4340
ISBN (Trykt)	9812569944
Status	Udgivet - 2004
Begivenhed	The 29th International Conference on Coastal Engineering - Lisabon, Portugal Varighed: 19 sep. 2004 → 24 sep. 2004 Konferencens nummer: 29

Konference

Konference	The 29th International Conference on Coastal Engineering
Nummer	29
Land/Område	Portugal
By	Lisabon
Periode	19/09/2004 → 24/09/2004

Emneord

Breakwater
Rubble Mound Breakwaters
Waves
Overtopping
Rear Slope Stability

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Citationsformater

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title = "Overtopping and Rear Slope Stability of Reshaping & Non-reshaping Berm Breakwaters",

abstract = "Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studied in a wave flume. A total of 695 tests have been performed to cover the influence of crest freeboard, crest width, berm width, berm elevation, stone size and sea state. Formula for average overtopping discharge that includes these parameters has been derived. The measurements show good correlation between average overtopping discharge and rear slope damage.",

keywords = "Breakwater, Rubble Mound Breakwaters, Waves, Overtopping, Rear Slope Stability, Breakwater, Rubble Mound Breakwaters, Waves, Overtopping, Rear Slope Stability",

author = "Andersen, {Thomas Lykke} and Burcharth, {H. F.}",

year = "2004",

language = "English",

isbn = "9812569944",

volume = "4",

pages = "4326--4340",

editor = "{McKee Smith}, Jane",

booktitle = "Coastal Engineering 2004",

publisher = "U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory",

note = "The 29th International Conference on Coastal Engineering ; Conference date: 19-09-2004 Through 24-09-2004",

}

Andersen, TL & Burcharth, HF 2004, Overtopping and Rear Slope Stability of Reshaping & Non-reshaping Berm Breakwaters. i J McKee Smith (red.), Coastal Engineering 2004: Proceedings of the 29th International Conference. bind 4, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, s. 4326-4340, The 29th International Conference on Coastal Engineering, Lisabon, Portugal, 19/09/2004.

Overtopping and Rear Slope Stability of Reshaping & Non-reshaping Berm Breakwaters. / Andersen, Thomas Lykke ; Burcharth, H. F.
Coastal Engineering 2004: Proceedings of the 29th International Conference. red. / Jane McKee Smith. Bind 4 U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 2004. s. 4326-4340.

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

TY - GEN

T1 - Overtopping and Rear Slope Stability of Reshaping & Non-reshaping Berm Breakwaters

AU - Andersen, Thomas Lykke

AU - Burcharth, H. F.

N1 - Conference code: 29

PY - 2004

Y1 - 2004

N2 - Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studied in a wave flume. A total of 695 tests have been performed to cover the influence of crest freeboard, crest width, berm width, berm elevation, stone size and sea state. Formula for average overtopping discharge that includes these parameters has been derived. The measurements show good correlation between average overtopping discharge and rear slope damage.

AB - Overtopping and rear slope stability of reshaping and non-reshaping berm breakwaters have been studied in a wave flume. A total of 695 tests have been performed to cover the influence of crest freeboard, crest width, berm width, berm elevation, stone size and sea state. Formula for average overtopping discharge that includes these parameters has been derived. The measurements show good correlation between average overtopping discharge and rear slope damage.

KW - Breakwater

KW - Rubble Mound Breakwaters

KW - Waves

KW - Overtopping

KW - Rear Slope Stability

KW - Breakwater

KW - Rubble Mound Breakwaters

KW - Waves

KW - Overtopping

KW - Rear Slope Stability

M3 - Article in proceeding

SN - 9812569944

VL - 4

SP - 4326

EP - 4340

BT - Coastal Engineering 2004

A2 - McKee Smith, Jane

PB - U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory

T2 - The 29th International Conference on Coastal Engineering

Y2 - 19 September 2004 through 24 September 2004

ER -