Overtopping on Breakwaters with a Permeable Crest

Mads Røge Eldrup; Thomas Lykke Andersen; Jonas Bjerg Thomsen; Hans Falk Burcharth

doi:10.9753/icce.v36.papers.17

Overtopping on Breakwaters with a Permeable Crest

Mads Røge Eldrup, Thomas Lykke Andersen, Jonas Bjerg Thomsen, Hans Falk Burcharth

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

2 Citationer (Scopus)

187 Downloads (Pure)

Abstrakt

In model tests, the wave overtopping discharge is typically measured at the rear corner of the armour crest. So far, all overtopping formulae have been calibrated to predict this specific overtopping discharge. The EurOtop Manual however proposed a formula to include also the discharge trough the permeable armour crests. The total overtopping including the discharge trough the crest armour is relevant in relation to rear armour stability. The discharge trough the armour depends also on the permeability of the core material. In order to study this effect, new model tests were performed with a permeable and an impermeable core. A method for the prediction of the total overtopping discharge is given.

Originalsprog	Engelsk
Titel	Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018
Antal sider	10
Forlag	Coastal Engineering Research Council
Publikationsdato	2018
ISBN (Elektronisk)	978-0-9896611-4-0
DOI	https://doi.org/10.9753/icce.v36.papers.17
Status	Udgivet - 2018
Begivenhed	Coastal Engineering 2018 - Baltimore, USA Varighed: 30 jul. 2018 → 3 aug. 2018 Konferencens nummer: 36

Konference

Konference	Coastal Engineering 2018
Nummer	36
Land/Område	USA
By	Baltimore
Periode	30/07/2018 → 03/08/2018

Navn	Proceedings of the International Conference on Coastal Engineering
Nummer	36
ISSN	2156-1028

Emneord

Wave overtopping discharge
Relative freeboard
Permeable crest

Adgang til dokumentet

10.9753/icce.v36.papers.17

Overtopping on Breakwaters with a Permeable CrestForlagets udgivne version, 1,93 MB

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Citationsformater

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title = "Overtopping on Breakwaters with a Permeable Crest",

abstract = "In model tests, the wave overtopping discharge is typically measured at the rear corner of the armour crest. So far, all overtopping formulae have been calibrated to predict this specific overtopping discharge. The EurOtop Manual however proposed a formula to include also the discharge trough the permeable armour crests. The total overtopping including the discharge trough the crest armour is relevant in relation to rear armour stability. The discharge trough the armour depends also on the permeability of the core material. In order to study this effect, new model tests were performed with a permeable and an impermeable core. A method for the prediction of the total overtopping discharge is given.",

keywords = "Wave overtopping discharge, Relative freeboard, Permeable crest, Wave overtopping discharge, Relative freeboard, Permeable crest",

author = "Eldrup, {Mads R{\o}ge} and Andersen, {Thomas Lykke} and Thomsen, {Jonas Bjerg} and Burcharth, {Hans Falk}",

year = "2018",

doi = "10.9753/icce.v36.papers.17",

language = "English",

series = "Proceedings of the International Conference on Coastal Engineering",

publisher = "Coastal Engineering Research Council",

number = "36",

booktitle = "Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018",

note = "Coastal Engineering 2018 ; Conference date: 30-07-2018 Through 03-08-2018",

}

Eldrup, MR , Andersen, TL, Thomsen, JB & Burcharth, HF 2018, Overtopping on Breakwaters with a Permeable Crest. i Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018. Coastal Engineering Research Council, Proceedings of the International Conference on Coastal Engineering, nr. 36, Coastal Engineering 2018, Baltimore, Maryland, USA, 30/07/2018. https://doi.org/10.9753/icce.v36.papers.17

Overtopping on Breakwaters with a Permeable Crest. / Eldrup, Mads Røge ; Andersen, Thomas Lykke; Thomsen, Jonas Bjerg et al.
Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018. Coastal Engineering Research Council, 2018. (Proceedings of the International Conference on Coastal Engineering; Nr. 36).

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

TY - GEN

T1 - Overtopping on Breakwaters with a Permeable Crest

AU - Eldrup, Mads Røge

AU - Andersen, Thomas Lykke

AU - Thomsen, Jonas Bjerg

AU - Burcharth, Hans Falk

N1 - Conference code: 36

PY - 2018

Y1 - 2018

N2 - In model tests, the wave overtopping discharge is typically measured at the rear corner of the armour crest. So far, all overtopping formulae have been calibrated to predict this specific overtopping discharge. The EurOtop Manual however proposed a formula to include also the discharge trough the permeable armour crests. The total overtopping including the discharge trough the crest armour is relevant in relation to rear armour stability. The discharge trough the armour depends also on the permeability of the core material. In order to study this effect, new model tests were performed with a permeable and an impermeable core. A method for the prediction of the total overtopping discharge is given.

AB - In model tests, the wave overtopping discharge is typically measured at the rear corner of the armour crest. So far, all overtopping formulae have been calibrated to predict this specific overtopping discharge. The EurOtop Manual however proposed a formula to include also the discharge trough the permeable armour crests. The total overtopping including the discharge trough the crest armour is relevant in relation to rear armour stability. The discharge trough the armour depends also on the permeability of the core material. In order to study this effect, new model tests were performed with a permeable and an impermeable core. A method for the prediction of the total overtopping discharge is given.

KW - Wave overtopping discharge

KW - Relative freeboard

KW - Permeable crest

KW - Wave overtopping discharge

KW - Relative freeboard

KW - Permeable crest

U2 - 10.9753/icce.v36.papers.17

DO - 10.9753/icce.v36.papers.17

M3 - Article in proceeding

T3 - Proceedings of the International Conference on Coastal Engineering

BT - Proceedings of 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018

PB - Coastal Engineering Research Council

T2 - Coastal Engineering 2018

Y2 - 30 July 2018 through 3 August 2018

ER -

Overtopping on Breakwaters with a Permeable Crest

Abstrakt

Konference

Emneord

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Citationsformater