海洋開発論文集
Online ISSN : 1884-8265
Print ISSN : 0912-7348
ISSN-L : 0912-7348
直立透過堤における実験スケールと透過特性
井田 康夫森松 芳隆安井 陽平
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ジャーナル フリー

2000 年 16 巻 p. 475-480

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Effect of Reynolds number on model experiment of wave transformation was examined for permeable breakwaters with a precast concrete armour unit in shallow water region.
Transmission coefficient, KT increases by the increase in Reynolds number, Re and experiment magnification, N at logarithmic.
Then, linearized friction coefficient, f is decreased with the increase in Reynolds number, and transmission coefficient increases.
As a result of examining transmission coefficient in the field using the equation of the authors which is possible to calculation of transmission coefficient. Then, transmission coefficient becomes almost constant at Re>50×104 and it is about 50%.
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© 社団法人 土木学会
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