Wave propagation modeling in coastal engineering

被引：57
|
作者：
Liu, PLF [1 ]
Losada, IJ
机构：
[1] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
[2] Univ Cantabria, Ocean & Coastal Res Grp, E-39005 Santander, Spain
来源：
JOURNAL OF HYDRAULIC RESEARCH | 2002年 / 40卷 / 03期
基金：
美国国家科学基金会;
关键词：
D O I：
10.1080/00221680209499939
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper we review various numerical models for calculating wave propagations from deep,water to surf zone, including wave breaking. The limitations and the approximations, for each model are briefly discussed. The main focus of the discussions is on the unified depth-integrated model, which can describe fully nonlinear and weakly dispersive waves, and the Reynolds Averaged Navier-Stokes equations model, which can calculate breaking waves and associated turbulence. Several applications of various models are also presented.
引用
收藏
页码：229 / 240
页数：12
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