Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer

Datacite citation style:
Zoon, A. (Arthur) (2013): Cobble Sea Defence: Hydraulic Interface Stability of Sand underlying a Single Filter Layer. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:3588e9d8-89e0-49d7-8ac1-d156f29863df
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite
Dataset
A cobble sea defence appears to be an easy constructible protection, with relatively low total costs of ownership. Flume tests show that sand under such single layered constructions is stable. However, it is not exactly known how the hydraulic loading of a breaking wave is reducing in the filter. Two datasets containing pressure measurements in a revetment were available for identification of this reduction. The first set is a dataset of a test performed in the Gro├čer Wellenkanal (Hannover), for improvement of the understanding of all relevant processes in Elastocoast revetments (obtained from the Braunschweig University of Technology). The second set was a Deltares set (not included)
history
  • 2013-05-31 first online, published, posted
publisher
TU Delft, department hydraulic engineering
format
media types: application/zip
organizations
TU Delft, Faculty of Civil Engineering and Geoscience, Department of Hydraulic Engineering
contributors
  • Olthof, J.
  • Stive, M.J.F.
  • Uijttewaal, W.S.J. (Wim)
  • Verhagen, H.J. (Henk Jan) orcid logo

DATA

files (1)