Wave force and stability of armor units for composite breakwaters

被引：0
|
作者：
Kimura, K [1 ]
Mizuno, Y [1 ]
Hayashi, M [1 ]
机构：
[1] Civil Engn Res Inst, Hokkaido Dev Bur, Sapporo, Hokkaido 062, Japan
来源：
COASTAL ENGINEERING 1998, VOLS 1-3 | 1999年
关键词：
D O I：
暂无
中图分类号：
U6 [水路运输]; P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
The stability of armor units for composite breakwaters was studied by two- and three-dimensional model tests and prototype failure analyses. The wave force on armor blocks was cleared for different relative mound depths and berm widths. The stable weight of armor blocks is proposed in which the block shape factor is used as a parameter. The necessary thickness of foot-protection blocks is formulated as a function of the relative mound depth for the breakwater trunk and head.
引用
收藏
页码：2193 / 2206
页数：4
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