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

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Categories

• Civil Engineering

Keywords

Breakwaters coastal structure master thesis toe protection

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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.

History

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

Publisher

TU Delft, department hydraulic engineering

Format

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

References

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

Organizations

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

Contributors

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