Case Study: Millingen aan de Rijn
Wave overtopping experiment for levee with road
Book Chapter
(2017)
Author(s)
Juan Pablo Aguilar Lopez (TU Delft - Water Resources)
Research Group
Water Resources
Copyright
© 2017 J.P. Aguilar Lopez
To reference this document use:
https://resolver.tudelft.nl/uuid:950b9c3d-0660-41ec-b905-cf39731ce8f2
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Publication Year
2017
Language
English
Copyright
© 2017 J.P. Aguilar Lopez
Research Group
Water Resources
Pages (from-to)
40-41
ISBN (print)
978-94-6186-808-4
Reuse Rights
Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.
Abstract
In the case
of wave overtopping, structures constructed above the flood defense will change
the hydrodynamic behavior of the overtopped waves. This will change the scouring
rates of the inner grass cover.