Armour layer stability on a bermed slope

Datacite citation style:
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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Dataset
Delft University of Technology logo
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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
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media types: application/vnd.ms-excel, application/zip
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) orcid logo
  • van Gent, M.R.A.

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