Dijkstra, O.P.J. (2013): Armour layer stability on a bermed slope. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:23bf3878-b76a-4f07-aacf-ba3af99418c6

Dataset

• Civil Engineering

Breakwaters, coastal structure, master thesis, toe protection

4TU General Terms of Use

RefWorks, BibTeX, Reference Manager, Endnote, DataCite, NLM, DC, CFF

by O.P.J. Dijkstra

In order to develop more insight in the development of damage on bermed sloped breakwaters, small-scale experiments have been performed in which the two most important parameters related to a berm were tested. These governing parameters were the relative berm length and the relative water level with a range of respectively 0.00 < B/Lm-1,0 < 0.35 and -0.8 < Rc/Hm0 < 0.7.

• 2013-02-27 first online, published, posted

TU Delft, department hydraulic engineering

media types: application/vnd.ms-excel, application/zip

• https://doi.org/10.4233/uuid:a1848eea-754e-4e8e-8dd9-f592d385d8bc

TU Delft, Faculty of Civil Engineering and Geoscience, Department of Hydraulic Engineering

• Spaan, G.B.H.
• Stive, M.J.F.
• Uijttewaal, W.S.J. (Wim)
• Verhagen, H.J. (Henk Jan)
• van Gent, M.R.A.