Proceedings of the International Conference on Coastal Engineering | |
STABILITY OF LOW-CRESTED AND REEF BREAKWATERS | |
Jentsje W. van der Meer1  Krystian W. Pilarczyk2  | |
[1] Delft Hydraulics;Rijkswaterstaat | |
关键词: reef; reef breakwater; low crested breakwater; breakwater stability; | |
DOI : 10.9753/icce.v22.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
Low-crested structures are designed for some or even severe overtopping. The stability of these structures is sometimes higher than the non-overtopped structures, due to the fact that wave energy can pass over the crest, giving lower wave forces on the armour layer of the seaward slope. Low-crested structures can be classified into three categories: dynamically stable reef breakwaters, statically stable low-crested structures with the crest above swl and statically stable submerged structures. Well described investigations at various institutes (in total about 275 tests) were re-analysed and this has led to practical design formulas and graphs for each of the three classes mentioned above.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020440375ZK.pdf | 153KB | download |