AN ANALYTICAL TECHNIQUE FOR PERMEABLE BREAKWATERS USING BOUNDARY ELEMENT METHOD

被引：1
|
作者：
TAKIKAWA, K
KIM, NH
机构：
[1] Department of Civil and Environmental Engineering, Faculty of Engineering, Kumamoto University, Kumamoto, 860
来源：
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 1992年 / 10卷 / 04期
关键词：
D O I：
10.1016/0955-7997(92)90143-U
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
An analytical model for the study of wave reflection from and transmission through permeable breakwaters is developed by making use of small amplitude waves. The analysis is based on the wave pressure function with the continuity in the analytical region including fluid and porous structure. Wave motion within the porous structure is simulated by introducing the linear dissipation coefficient and added mass coefficient. A comparison with other existing theory shows satisfactory agreement.
引用
收藏
页码：299 / 305
页数：7
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