Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters

Thomas Lykke Andersen; Hans F. Burcharth

Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters

Thomas Lykke Andersen, Hans F. Burcharth

Sektionen for Infrastruktur, Vandbygning og Miljøteknologi

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

Abstrakt

Overtopping data from seven model test projects has been analyzed with respect to the landward spatial distribution of the overtopping discharge. In total more than 1000 overtopping tests have been analysed and a formula derived for prediction of the landward distribution of overtopping behind rubble mound structures with a super structure. The analysis led to the conclusion that although the overtopping discharge, for identical wave heights, decreases with increasing wave steepness, then the maximum travel distance increases with increasing wave steepness.

Originalsprog	Engelsk
Titel	Proceedings of the First International Conferece on the Application of Physical Modelling to Port and Coastal Protection
Redaktører	F. Veloso Gomes, F. Taveira Pinto, L. das Neves, G. Iglesias
Antal sider	11
Forlag	Department of Civil Engineering, Aalborg University
Publikationsdato	2006
Sider	401-411
ISBN (Trykt)	907804604X
Status	Udgivet - 2006
Begivenhed	The International Conferece on the Application of Physical Modelling to Port and Coastal Protection - Porto, Portugal Varighed: 8 maj 2006 → 10 maj 2006 Konferencens nummer: 1

Konference

Konference	The International Conferece on the Application of Physical Modelling to Port and Coastal Protection
Nummer	1
Land/Område	Portugal
By	Porto
Periode	08/05/2006 → 10/05/2006

Emneord

Physical Modelling
Wave Overtopping
Breakwaters

AUB Link

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Citationsformater

Andersen, Thomas Lykke ; Burcharth, Hans F. / Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters. Proceedings of the First International Conferece on the Application of Physical Modelling to Port and Coastal Protection. red. / F. Veloso Gomes ; F. Taveira Pinto ; L. das Neves ; G. Iglesias. Department of Civil Engineering, Aalborg University, 2006. s. 401-411

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title = "Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters",

abstract = "Overtopping data from seven model test projects has been analyzed with respect to the landward spatial distribution of the overtopping discharge. In total more than 1000 overtopping tests have been analysed and a formula derived for prediction of the landward distribution of overtopping behind rubble mound structures with a super structure. The analysis led to the conclusion that although the overtopping discharge, for identical wave heights, decreases with increasing wave steepness, then the maximum travel distance increases with increasing wave steepness.",

keywords = "Physical Modelling, Wave Overtopping, Breakwaters, Physical Modelling, Wave Overtopping, Breakwaters",

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

year = "2006",

language = "English",

isbn = "907804604X",

pages = "401--411",

editor = "Gomes, {F. Veloso} and Pinto, {F. Taveira} and Neves, {L. das} and G. Iglesias",

booktitle = "Proceedings of the First International Conferece on the Application of Physical Modelling to Port and Coastal Protection",

publisher = "Department of Civil Engineering, Aalborg University",

address = "Denmark",

note = "The International Conferece on the Application of Physical Modelling to Port and Coastal Protection ; Conference date: 08-05-2006 Through 10-05-2006",

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Andersen, TL & Burcharth, HF 2006, Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters. i FV Gomes, FT Pinto, LD Neves & G Iglesias (red), Proceedings of the First International Conferece on the Application of Physical Modelling to Port and Coastal Protection. Department of Civil Engineering, Aalborg University, s. 401-411, The International Conferece on the Application of Physical Modelling to Port and Coastal Protection, Porto, Portugal, 08/05/2006.

Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters. / Andersen, Thomas Lykke ; Burcharth, Hans F.
Proceedings of the First International Conferece on the Application of Physical Modelling to Port and Coastal Protection. red. / F. Veloso Gomes; F. Taveira Pinto; L. das Neves; G. Iglesias. Department of Civil Engineering, Aalborg University, 2006. s. 401-411.

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

TY - GEN

T1 - Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters

AU - Andersen, Thomas Lykke

AU - Burcharth, Hans F.

N1 - Conference code: 1

PY - 2006

Y1 - 2006

N2 - Overtopping data from seven model test projects has been analyzed with respect to the landward spatial distribution of the overtopping discharge. In total more than 1000 overtopping tests have been analysed and a formula derived for prediction of the landward distribution of overtopping behind rubble mound structures with a super structure. The analysis led to the conclusion that although the overtopping discharge, for identical wave heights, decreases with increasing wave steepness, then the maximum travel distance increases with increasing wave steepness.

AB - Overtopping data from seven model test projects has been analyzed with respect to the landward spatial distribution of the overtopping discharge. In total more than 1000 overtopping tests have been analysed and a formula derived for prediction of the landward distribution of overtopping behind rubble mound structures with a super structure. The analysis led to the conclusion that although the overtopping discharge, for identical wave heights, decreases with increasing wave steepness, then the maximum travel distance increases with increasing wave steepness.

KW - Physical Modelling

KW - Wave Overtopping

KW - Breakwaters

KW - Physical Modelling

KW - Wave Overtopping

KW - Breakwaters

M3 - Article in proceeding

SN - 907804604X

SP - 401

EP - 411

BT - Proceedings of the First International Conferece on the Application of Physical Modelling to Port and Coastal Protection

A2 - Gomes, F. Veloso

A2 - Pinto, F. Taveira

A2 - Neves, L. das

A2 - Iglesias, G.

PB - Department of Civil Engineering, Aalborg University

T2 - The International Conferece on the Application of Physical Modelling to Port and Coastal Protection

Y2 - 8 May 2006 through 10 May 2006

ER -

Landward Distribution of Wave Overtopping for Rubble Mound Breakwaters

Abstrakt

Konference

Emneord

AUB Link

Fingeraftryk

Citationsformater