期刊论文详细信息
| Proceedings of the International Conference on Coastal Engineering | |
| NUMERICALLY MODELING PERSONNEL DANGER ON A PROMENADE BREAKWATER DUE TO OVERTOPPING WAVES | |
| Shigeo Takahashi2  Kimihiko Endoh1  | |
| [1] Port and Harbor Engineering Section, Civil Engineering Research Institute, Hokkaido Development Agency;Maritime Structures Lab., Hydraulic Div., Port and Harbour Research Institute, Ministry of Transport | |
| 关键词: numerical modeling; personnel dange; breakwater; Pomenade breakwater; overtopping; | |
| DOI : 10.9753/icce.v24.%p | |
| 学科分类:建筑学 | |
| 来源: Coastal Engineering Research Council | |
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【 摘 要 】
Prototype experiments were carried out to quantify when personnel on top of a promenade breakwater will lose their balance due to overtopping waves. The danger of being carried out into the sea was also investigated using model experiments. Based on our results, we developed an empirical formula for calculating the wave height at which personnel danger occurs.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201912020440858ZK.pdf | 228KB |
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