Numerical and Experimental Investigation of Wave Overtopping of Barriers

被引:0
|
作者
Cannata, Giovanni [1 ]
Tamburrino, Marco [1 ]
Ferrari, Simone [2 ]
Badas, Maria Grazia [2 ]
Querzoli, Giorgio [2 ]
机构
[1] Sapienza Univ Rome, Dept Civil Construct & Environm Engn, Via Eudossiana 18, I-00184 Rome, RM, Italy
[2] Univ Cagliari, Dept Civil & Environm Engn & Architecture, Via Marengo 2, I-09123 Cagliari, CA, Italy
关键词
wave overtopping; free-surface flows; numerical simulations; wet dry technique; experimental tests; time-dependent coordinates; image analysis; MODEL; SIMULATION;
D O I
10.3390/w12020451
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
We present a study of wave overtopping of barriers. The phenomenon of the wave overtopping over emerged structures is reproduced both numerically and experimentally. The numerical simulations are carried out by a numerical scheme for three-dimensional free-surface flows, which is based on the solution of the Navier Stokes equations in a novel integral form on a time-dependent coordinate system. In the adopted numerical scheme, a novel wet dry technique, based on the exact solution of the Riemann problem over the dry bed, is proposed. The experimental tests are carried out by adopting a nonintrusive and continuous -in-space image-analysis technique, which is able to properly identify the free surface even in very shallow waters or breaking waves. A comparison between numerical and experimental results, for several wave and water-depth conditions, is shown.
引用
收藏
页数:17
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