Erosive Bar Migration Using Density and Diameter Scaled Sediment; Erosive Profile Set - Prototype Scale (Actual Scale 1:10)

Datacite citation style:
Keen, Adam (2011): Erosive Bar Migration Using Density and Diameter Scaled Sediment; Erosive Profile Set - Prototype Scale (Actual Scale 1:10). Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:32c53005-a4f2-447c-b231-6cdb7dcdd17f
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite
Dataset
Erosive conditions (scale 1:10) were used to model the offshore migration of a shore parallel and bar. Testing followed the testing regime used during the SANDS project. Sediment was scaled in both density and diameter (ρs = 1200 kg/m3 and d50 = 0.54 mm) allowing the Shields number, particle Reynolds number and relative fall velocity to be preserved. For more in-depth information, one is referred to the TU Delft Repository to: Keen, A.S. (2011) – Erosive bar migration using density and diameter scaled sediment
history
  • 2011-07-03 first online, published, posted
publisher
TU Delft
format
media types: application/x-rar-compressed, application/zip
organizations
TU Delft, Faculty of Civil Engineering and Geoscience, Department of Hydraulic Engineering

DATA

files (2)