Wave Run-Up on Sloping Coastal Structures: prototype versus scale model results

J. De Rouck; P. Troch; J. De Ronde; Peter Frigaard

Wave Run-Up on Sloping Coastal Structures: prototype versus scale model results

J. De Rouck, P. Troch, J. De Ronde, Peter Frigaard

Publikation: Konferencebidrag uden forlag/tidsskrift › Konferenceabstrakt til konference › Forskning

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Abstract

Wave run-up is one of the main physical processes which is taken into account in the design of the crest level of sloping coastal structures. Until recently, solely physical model results were used for the crest level design. However, prototype measurements have indicated that scale models underestimate wave run-up. Therefore wave run-up is studied in detail comparing prototype measurements and physical modelling.

Originalsprog	Engelsk
Publikationsdato	2001
Antal sider	3
Status	Udgivet - 2001
Begivenhed	Coastal Structures 2001 - London, Storbritannien Varighed: 1 jan. 2001 → …

Konference

Konference	Coastal Structures 2001
Land/Område	Storbritannien
By	London
Periode	01/01/2001 → …

Bibliografisk note

PDF for print: 3 pp.

Emneord

Waves
Wave Run-Ups
Coastal Structures
Sloping Coastal Structures
Crest Levels
Rubble Mound Structures

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Citationsformater

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title = "Wave Run-Up on Sloping Coastal Structures: prototype versus scale model results",

abstract = "Wave run-up is one of the main physical processes which is taken into account in the design of the crest level of sloping coastal structures. Until recently, solely physical model results were used for the crest level design. However, prototype measurements have indicated that scale models underestimate wave run-up. Therefore wave run-up is studied in detail comparing prototype measurements and physical modelling. ",

keywords = "Waves, Wave Run-Ups, Coastal Structures, Sloping Coastal Structures, Crest Levels, Rubble Mound Structures, Waves, Wave Run-Ups, Coastal Structures, Sloping Coastal Structures, Crest Levels, Rubble Mound Structures",

author = "Rouck, {J. De} and P. Troch and Ronde, {J. De} and Peter Frigaard",

note = "PDF for print: 3 pp.; Coastal Structures 2001 ; Conference date: 01-01-2001",

year = "2001",

language = "English",

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TY - ABST

T1 - Wave Run-Up on Sloping Coastal Structures

T2 - Coastal Structures 2001

AU - Rouck, J. De

AU - Troch, P.

AU - Ronde, J. De

AU - Frigaard, Peter

N1 - PDF for print: 3 pp.

PY - 2001

Y1 - 2001

N2 - Wave run-up is one of the main physical processes which is taken into account in the design of the crest level of sloping coastal structures. Until recently, solely physical model results were used for the crest level design. However, prototype measurements have indicated that scale models underestimate wave run-up. Therefore wave run-up is studied in detail comparing prototype measurements and physical modelling.

AB - Wave run-up is one of the main physical processes which is taken into account in the design of the crest level of sloping coastal structures. Until recently, solely physical model results were used for the crest level design. However, prototype measurements have indicated that scale models underestimate wave run-up. Therefore wave run-up is studied in detail comparing prototype measurements and physical modelling.

KW - Waves

KW - Wave Run-Ups

KW - Coastal Structures

KW - Sloping Coastal Structures

KW - Crest Levels

KW - Rubble Mound Structures

KW - Waves

KW - Wave Run-Ups

KW - Coastal Structures

KW - Sloping Coastal Structures

KW - Crest Levels

KW - Rubble Mound Structures

M3 - Conference abstract for conference

Y2 - 1 January 2001

ER -

Wave Run-Up on Sloping Coastal Structures: prototype versus scale model results

Abstract

Konference

Bibliografisk note

Emneord

Adgang til dokumentet

AUB Link

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Citationsformater