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 |
| Volume | 276 |
| State | Published - 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 |
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 |
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ASJC Scopus subject areas
- Ocean Engineering
Cite this
Prototype run-up velocities at zeebrugge breakwater. / Schüttrumpf, H.; Troch, Peter A; Van De Walle, B.; De Rouck, J.; Oumeraci, H.
Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000. Vol. 276 2000. p. 2018-2029.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Prototype run-up velocities at zeebrugge breakwater
AU - Schüttrumpf, H.
AU - Troch, Peter A
AU - Van De Walle, B.
AU - De Rouck, J.
AU - Oumeraci, H.
PY - 2000
Y1 - 2000
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=70349397462&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=70349397462&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:70349397462
SN - 0784405492
SN - 9780784405499
VL - 276
SP - 2018
EP - 2029
BT - Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000
ER -