Uelman, E. (Evert) (2013): Geometrically open filters in breakwaters. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:61ef66cf-eb5f-4108-a690-d49aacfd1323

Usage statistics

Categories

• Civil Engineering
• Interdisciplinary Engineering

Keywords

Breakwaters master thesis open filters sand core

Licence

4TU General Terms of Use

Export as...

RefWorks BibTeX Reference Manager Endnote DataCite NLM DC CFF

by E. (Evert) Uelman

Model tests on wave effect on a sand layer under a rock armour layer. Nine process based model tests have been performed with regular waves with a height of 10 cm and a period of 1.2 s. The first two experiments were used to tune the test setup. The other seven experiments had different thickness of the filter layer (df) and different grain size (Df50) of the filter material. Due to limitations in time and availability of the facilities other parameters then the df and Df50 such as the wave height and the slope steepness have been kept constant at a value which is typical for breakwaters or wind waves.

History

• 2013-06-06 first online, published, posted

Publisher

TU Delft, department hydraulic engineering

Format

media types: application/octet-stream, application/vnd.ms-excel, application/zip, image/jpeg, video/x-ms-wmv

References

• http://resolver.tudelft.nl/uuid:2dc1f4e9-bc10-44e7-8a91-d5eefc13b382

Organizations

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

Contributors

• Fontijn, H.L.
• Smith, G.
• Stive, M.J.F.
• Verhagen, H.J. (Henk Jan)