Influence of breakwater on the wave field in Makarska Port

被引:0
|
作者
Petrov, Vedran [1 ]
Vranjes, Mijo [1 ]
机构
[1] Sveuciliste Splitu, Gradevinsko Arhitektonski Fak, Split, Croatia
来源
GRADEVINAR | 2010年 / 62卷 / 07期
关键词
breakwater; Makarska Port; wave field; waves; numerical modelling; maritime zone protection;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The authors present an analysis of wave field in Makarska Port based on numerical modelling of the existing situation (without breakwater), and according to alternative solutions for the planned breakwater. The performance of breakwater with respect to wave action from W-pulenat, SW-lebic, S-ostro, and SSE-jugo, is analyzed. Based on comparison of results obtained by numerical simulation of changes in wave field, a breakwater solution ensuring optimum protection of port area against wave action is recommended. The analysis is based on the Artemis-Telemac numerical model.
引用
收藏
页码:633 / 640
页数:8
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