Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012 |
| Publikationsstatus | Veröffentlicht - 2012 |
| Veranstaltung | 33rd International Conference on Coastal Engineering 2012, ICCE 2012 - Santander, Spanien Dauer: 1 Juli 2012 → 6 Juli 2012 |
Publikationsreihe
| Name | Proceedings of the Coastal Engineering Conference |
|---|
Abstract
To meet up with the requirements of the Flemish Government, the Belgian coastline needs a protection to a storm with a return period of 1000 years. At well-chosen locations, storm walls will be built, and for the structural design of these walls the impact loadings need to be known. Tests have been carried out at full scale in the Grosser Wellen Kanal, to determine the impact loads by overtopping bores. Wave overtopping over the crest of the dike occurs, and the overtopping bore progresses along the horizontal crest of the dike before impacting the storm wall. It is of major importance that such a wall can withstand the impacts. This paper describes the hydraulic process on the crest of the dike, expressed with parameters such as flow depth and flow velocity, and links them to the impact measured on the storm wall. Both pressures and forces are measured, and compared to each other.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Meerestechnik
- Erdkunde und Planetologie (insg.)
- Ozeanographie
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Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012. 2012. (Proceedings of the Coastal Engineering Conference).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Full scale impact tests of an overtopping bore on a vertical wall in the large wave flume (GWK) in Hannover
AU - De Rouck, Julien
AU - Van Doorslaer, Koen
AU - Versluys, Tom
AU - Ramachandran, Karunya
AU - Schimmels, Stefan
AU - Kudella, Matthias
AU - Trouw, Koen
PY - 2012
Y1 - 2012
N2 - To meet up with the requirements of the Flemish Government, the Belgian coastline needs a protection to a storm with a return period of 1000 years. At well-chosen locations, storm walls will be built, and for the structural design of these walls the impact loadings need to be known. Tests have been carried out at full scale in the Grosser Wellen Kanal, to determine the impact loads by overtopping bores. Wave overtopping over the crest of the dike occurs, and the overtopping bore progresses along the horizontal crest of the dike before impacting the storm wall. It is of major importance that such a wall can withstand the impacts. This paper describes the hydraulic process on the crest of the dike, expressed with parameters such as flow depth and flow velocity, and links them to the impact measured on the storm wall. Both pressures and forces are measured, and compared to each other.
AB - To meet up with the requirements of the Flemish Government, the Belgian coastline needs a protection to a storm with a return period of 1000 years. At well-chosen locations, storm walls will be built, and for the structural design of these walls the impact loadings need to be known. Tests have been carried out at full scale in the Grosser Wellen Kanal, to determine the impact loads by overtopping bores. Wave overtopping over the crest of the dike occurs, and the overtopping bore progresses along the horizontal crest of the dike before impacting the storm wall. It is of major importance that such a wall can withstand the impacts. This paper describes the hydraulic process on the crest of the dike, expressed with parameters such as flow depth and flow velocity, and links them to the impact measured on the storm wall. Both pressures and forces are measured, and compared to each other.
KW - Force
KW - Impact
KW - Large scale test
KW - Overtopping bore
KW - Pressure
KW - Storm wall
UR - http://www.scopus.com/inward/record.url?scp=84884914131&partnerID=8YFLogxK
U2 - 10.9753/icce.v33.structures.62
DO - 10.9753/icce.v33.structures.62
M3 - Conference contribution
AN - SCOPUS:84884914131
SN - 9780989661119
T3 - Proceedings of the Coastal Engineering Conference
BT - Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012
T2 - 33rd International Conference on Coastal Engineering 2012, ICCE 2012
Y2 - 1 July 2012 through 6 July 2012
ER -