Zeebrugge Model: wave runup under simulated prototype storms (II) and the influence on wave runup introducing a current

Morten S. Jensen; Peter Frigaard

Zeebrugge Model: wave runup under simulated prototype storms (II) and the influence on wave runup introducing a current

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Abstract

In the following, results from model tests with Zeebrugge breakwater are presented. The objective with these tests is partly to investigate the influence on wave run-up due to a changing waterlevel during a storm. Finally, the influence on wave run-up due to an introduced longshore current is investigated.

Original language	English

Place of Publication	Aalborg
Publisher	Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University
Number of pages	14
Publication status	Published - 2000

Bibliographical note

PDF for print: 25 pp.

MAST III; MAS3-CT97-0116

Keywords

Zeebrugge
Zeebrugge Rubble Mound Breakwater
Rubble Mound Breakwater
Model Tests
Currents
Wave Run-Ups
Simulated Prototype Storm

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Zeebrugge_Model_wave_runup_under_simulated_prototype_storms_II_and_the_influence_on_wave_runup_introducing_a_currentFinal published version, 3.75 MB

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OPTICREST: The Optimisation of Crest Level Design of Sloping Coastal Structures through Prototype Monitoring and Modelling
Frigaard, P.
01/01/1998 → 31/12/2001
Project: Research

Cite this

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title = "Zeebrugge Model: wave runup under simulated prototype storms (II) and the influence on wave runup introducing a current",

abstract = "In the following, results from model tests with Zeebrugge breakwater are presented. The objective with these tests is partly to investigate the influence on wave run-up due to a changing waterlevel during a storm. Finally, the influence on wave run-up due to an introduced longshore current is investigated.",

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author = "Jensen, {Morten S.} and Peter Frigaard",

note = "PDF for print: 25 pp. MAST III; MAS3-CT97-0116",

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publisher = "Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University",

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N1 - PDF for print: 25 pp. MAST III; MAS3-CT97-0116

PY - 2000

Y1 - 2000

N2 - In the following, results from model tests with Zeebrugge breakwater are presented. The objective with these tests is partly to investigate the influence on wave run-up due to a changing waterlevel during a storm. Finally, the influence on wave run-up due to an introduced longshore current is investigated.

AB - In the following, results from model tests with Zeebrugge breakwater are presented. The objective with these tests is partly to investigate the influence on wave run-up due to a changing waterlevel during a storm. Finally, the influence on wave run-up due to an introduced longshore current is investigated.

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KW - Zeebrugge Rubble Mound Breakwater

KW - Rubble Mound Breakwater

KW - Model Tests

KW - Currents

KW - Wave Run-Ups

KW - Simulated Prototype Storm

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KW - Zeebrugge Rubble Mound Breakwater

KW - Rubble Mound Breakwater

KW - Model Tests

KW - Currents

KW - Wave Run-Ups

KW - Simulated Prototype Storm

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PB - Hydraulics & Coastal Engineering Laboratory, Department of Civil Engineering, Aalborg University

CY - Aalborg

ER -

Zeebrugge Model: wave runup under simulated prototype storms (II) and the influence on wave runup introducing a current

Abstract

Bibliographical note

Keywords

Access to Document

AUB Link

Fingerprint

Projects

OPTICREST: The Optimisation of Crest Level Design of Sloping Coastal Structures through Prototype Monitoring and Modelling

Cite this