Abstract
Wave run-up measurements at the rubble mound breakwater of Zeebrugge were analysed to obtain wave run-up and wave run-down velocities at prototype scale. A simple energy equation was applied to predict wave run-up and wave run-down velocities and calibrated by using field data. In addition, existing methods to calculate wave-run-up velocities were reviewed and discussed.
| Original language | English (US) |
|---|---|
| Title of host publication | Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000 |
| Pages | 2018-2029 |
| Number of pages | 12 |
| State | Published - Dec 1 2000 |
| Externally published | Yes |
| Event | Coastal Engineering 2000 - 27th International Conference on Coastal Engineering, ICCE 2000 - Sydney, NSW, Australia Duration: Jul 16 2000 → Jul 21 2000 |
Publication series
| Name | Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000 |
|---|---|
| Volume | 276 |
Other
| Other | Coastal Engineering 2000 - 27th International Conference on Coastal Engineering, ICCE 2000 |
|---|---|
| Country | Australia |
| City | Sydney, NSW |
| Period | 7/16/00 → 7/21/00 |
ASJC Scopus subject areas
- Ocean Engineering
Fingerprint Dive into the research topics of 'Prototype run-up velocities at zeebrugge breakwater'. Together they form a unique fingerprint.
Cite this
Schüttrumpf, H., Troch, P., Van De Walle, B., De Rouck, J., & Oumeraci, H. (2000). Prototype run-up velocities at zeebrugge breakwater. In Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000 (pp. 2018-2029). (Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000; Vol. 276).