土木学会論文集B2(海岸工学)
Online ISSN : 1883-8944
Print ISSN : 1884-2399
ISSN-L : 1883-8944
海岸工学論文集第57巻
直立浮上式防波堤による港内静穏度向上効果とその運用法に関する考察
平山 克也春尾 和人田中 和広
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2010 年 66 巻 1 号 p. 706-710

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Recently, the Bouyancy-driven vertical piling breakwater, which is proposed as a barrier for tsunami in original, is expected to apply as a drastic measure for harbor tranquility. In this case it is very important to consider its permeability for wind waves because it has a narrow gap between individual piles. In this paper, a sponge layer model and a porous layer model, those are often applied to partial wave reflection boundaries, are used as a permeable boundary in a Boussinesq wave model, and harbor tranquility is evaluated in an actual harbor. The porous layer model can reproduce both transmission and reflection rate with a standard gap but not with more wide or narrow gap. A numerically installed such breakwater can increase harbor tranquility in a whole year, but it is not enough in more severe seasons because its transmissivity is not so small.

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© 2010 公益社団法人 土木学会
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