Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Proceedings of the Fourth International Conference in Ocean Engineering (ICOE2018) |
| Untertitel | Volume 2 |
| Erscheinungsort | Singapur |
| Herausgeber (Verlag) | Springer Singapore |
| Seiten | 489-501 |
| Seitenumfang | 13 |
| Auflage | 1. |
| ISBN (elektronisch) | 978-981-13-3134-3 |
| ISBN (Print) | 978-981-13-3133-6 |
| Publikationsstatus | Veröffentlicht - 31 Dez. 2019 |
Publikationsreihe
| Name | Lecture Notes in Civil Engineering |
|---|---|
| Band | 23 |
| ISSN (Print) | 2366-2557 |
| ISSN (elektronisch) | 2366-2565 |
Abstract
The large-scale experiments were conducted on a quasi-prototype vertical seawall attached with recurve in a large wave flume (GWK) with the slope of 1:10 to the study the breaking wave impact on the structure. Recurves are either curved parapets or walls with entirely curved seaward faces that are effective in reducing wave overtopping without increasing the crest height of the structure. The nondimensionalized impact pressure is plotted along the depth and compared to three recurves and breaking cases. The impact pressure and horizontal impact force compared with traditional theoretical design methodologies like Goda, Minikin, and Blackmore & Hewson’s methods and the variations are reported. Pressure measurements obtained from tactile sensor/pressure pad are compared with a traditional pressure transducer.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
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Proceedings of the Fourth International Conference in Ocean Engineering (ICOE2018): Volume 2. 1. Aufl. Singapur: Springer Singapore, 2019. S. 489-501 (Lecture Notes in Civil Engineering; Band 23).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Beitrag in Buch/Sammelwerk › Forschung › Peer-Review
}
TY - CHAP
T1 - Comparative study of breaking wave forces on a quasi-prototype recurved seawall
AU - Ravindar, R.
AU - Sriram, V.
AU - Schimmels, Stefan
AU - Stagonas, Dimitris
N1 - Funding Information: This work was carried out under the funding of DST-SERB Project. The authors would like to thank Forschungszentrum Küste (FZK) members for their hospitality, technical, and scientific support. The first author would like to express his utmost gratitude to the German Academic Exchange Service (DAAD) for supporting him financially throughout his project work in Germany.
PY - 2019/12/31
Y1 - 2019/12/31
N2 - The large-scale experiments were conducted on a quasi-prototype vertical seawall attached with recurve in a large wave flume (GWK) with the slope of 1:10 to the study the breaking wave impact on the structure. Recurves are either curved parapets or walls with entirely curved seaward faces that are effective in reducing wave overtopping without increasing the crest height of the structure. The nondimensionalized impact pressure is plotted along the depth and compared to three recurves and breaking cases. The impact pressure and horizontal impact force compared with traditional theoretical design methodologies like Goda, Minikin, and Blackmore & Hewson’s methods and the variations are reported. Pressure measurements obtained from tactile sensor/pressure pad are compared with a traditional pressure transducer.
AB - The large-scale experiments were conducted on a quasi-prototype vertical seawall attached with recurve in a large wave flume (GWK) with the slope of 1:10 to the study the breaking wave impact on the structure. Recurves are either curved parapets or walls with entirely curved seaward faces that are effective in reducing wave overtopping without increasing the crest height of the structure. The nondimensionalized impact pressure is plotted along the depth and compared to three recurves and breaking cases. The impact pressure and horizontal impact force compared with traditional theoretical design methodologies like Goda, Minikin, and Blackmore & Hewson’s methods and the variations are reported. Pressure measurements obtained from tactile sensor/pressure pad are compared with a traditional pressure transducer.
KW - Breaking wave
KW - Horizontal force
KW - Impact pressure
KW - Large scale
KW - Recurve
KW - Seawall
UR - http://www.scopus.com/inward/record.url?scp=85060209722&partnerID=8YFLogxK
U2 - 10.1007/978-981-13-3134-3_37
DO - 10.1007/978-981-13-3134-3_37
M3 - Contribution to book/anthology
AN - SCOPUS:85060209722
SN - 978-981-13-3133-6
T3 - Lecture Notes in Civil Engineering
SP - 489
EP - 501
BT - Proceedings of the Fourth International Conference in Ocean Engineering (ICOE2018)
PB - Springer Singapore
CY - Singapur
ER -