Experimental and Lagrangian modeling of nonlinear water waves propagation on a sloping bottom

被引:7
作者
Li, Meng-Syue [1 ]
Chen, Yang-Yih [1 ,2 ]
Hsu, Hung-Chu [3 ]
Torres-Freyermuth, A. [4 ]
机构
[1] Natl Sun Yat Sen Univ, Dept Marine Environm & Engn, Kaohsiung 80424, Taiwan
[2] Natl Cheng Kung Univ, Dept Hydraul & Ocean Engn, Tainan 70955, Taiwan
[3] Natl Cheng Kung Univ, Tainan Hydraul Lab, Tainan 70101, Taiwan
[4] Univ Nacl Autonoma Mexico, Lab Ingenieriay Proc Costeros, Inst Ingn, Sisal, Mexico
关键词
Lagrangian; Wave breaking; Sloping bottom; Experiment; Particle trajectory; Nonlinear water waves; THEORETICAL-ANALYSIS; GRAVITY-WAVES; BREAKING; FORMULAS;
D O I
10.1016/j.oceaneng.2013.01.018
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper presents an experimental and theoretical investigation of nonlinear water wave propagation over a sloping bed. Firstly, a series of monochromatic wave laboratory experiments were performed in order to measure the particle trajectories, evolution of wave profile, and wave phase velocity as wave propagates on a sloping bottom. The particle trajectories are quantified by means of images from a high speed camera, whereas the evolution of wave profile and variation of wave phase velocity are measured by a wave gauge array. Subsequently, the free-surface elevation, phase velocity, particle trajectories, and breaking wave height are estimated using a Lagrangian nonlinear wave transformation model. Model predictions show a reasonable agreement with experimental data. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:36 / 48
页数:13
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