Numerical and Physical Modelling of Wave Overtopping Over a Porous Breakwater

被引：0
|
作者：
Reis, M. T. [1 ]
Neves, M. G. [1 ]
Hu, K.
ten Voorde, M. [1 ]
机构：
[1] Natl Civil Engn Lab LNEC, Hydraul & Environm Dept, Lisbon, Portugal
来源：
PROCEEDINGS OF THE EIGHTEENTH (2008) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3 | 2008年
关键词：
Rubble-mound breakwater; mean overtopping discharge; AMAZON non-linear shallow-water numerical model; model tests;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper illustrates the application of the non-linear shallow-water numerical model, AMAZON, to study the mean wave overtopping discharge at a porous breakwater protecting a Portuguese harbour. The results are compared to physical model data collected at the National Civil Engineering Laboratory, Portugal. The implications are considered of using two different inputs immediately seaward of the structure: firstly, AMAZON input is the incident wave trains obtained from the laboratory tests; secondly, AMAZON input is the incident wave trains obtained using a numerical model to transform the spectra conditions at the wave-maker in the physical model tests to AMAZON's seaward boundary.
引用
收藏
页码：691 / 697
页数：7
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