Hellinga, Lisette (2016): Stability of Single Layer Cubes on Breakwater Rear Slope. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:c55516cc-79b6-4557-b0e5-62844240d1a5

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Categories

• Civil Engineering

Keywords

breakwater coastal defence damage analysis hydraulic engineering JONSWAP master thesis rear slope stone stability wave overtopping

Licence

4TU General Terms of Use

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by Lisette Hellinga

In this experiment, the rear slope stability of a breakwater armoured with single layer cubes is tested. The influence of five parameters on the rear slope stability is investigated; free board, wave steepness, crest width, rear slope angle and placking density. Futhermore, an attemption is made to correlate the measured overtopping front velocity and overtopping volume to the rear slope stability. The damage of the rear slope is determined by means of photo analysis

History

• 2016-01-25 first online, published, posted

Publisher

TU Delft

Format

media types: application/octet-stream, application/pdf, application/x-gzip, application/zip, image/gif, image/jpeg, image/png, image/svg+xml, text/plain, text/x-python, text/x-tex

References

• http://resolver.tudelft.nl/uuid:1a0c5a19-4cbb-49c8-96bc-236d0a40d278
• https://doi.org/10.1016/0378-3839(87)90013-5
• https://doi.org/10.1016/j.coastaleng.2006.12.001

Organizations

TU Delft, Faculty of Civil Engineering and Geosciences, Dept. of Hydraulic Engineering

Contributors

• Kuiper, C. (Coen)
• Uijttewaal, W.S.J. (Wim)
• Verhagen, H.J. (Henk Jan)
• van Gent, M.R.A. (Marcel)
• van den Berg, B. (Bert)