The influence of armour layer and core permeability on the wave run-up

Other (2013)
Author(s)

PJM van Broekhoven (External organisation)

C. Den Heijer (TU Delft - Coastal Engineering)

J Maertens (External organisation)

Wim Uijttewaal (TU Delft - Environmental Fluid Mechanics)

H.J. Verhagen (TU Delft - Coastal Engineering)

Research Group
Coastal Engineering
DOI 4TU.ResearchData dataset
https://doi.org/10.4121/uuid:2ef90513-d461-4ffe-9db0-5b9a439995e5
More Info
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Publication Year
2013
Language
English
Research Group
Coastal Engineering

Abstract

To investigate the influence of the factors on which the parameter P in de Van der Meer formula for breakwater stability depends, physical model tests have been conducted. The tests were carried out in the wave flume in the water laboratory at Delft University of Technology. On four different configurations (smooth impermeable slopes, rough impermeable slope, armour layer on an impermeable core and permeable core) tests were conducted.

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