Shock-Capturing Boussinesq Modelling of Broken Wave Characteristics Near a Vertical Seawall

被引:5
|
作者
Liu, Weijie [1 ,2 ]
Ning, Yue [1 ]
Zhang, Yao [3 ]
Zhang, Jiandong [3 ]
机构
[1] Zhejiang Univ, Ocean Coll, Zhoushan 316021, Peoples R China
[2] Minist Educ, Key Lab Coastal Disasters & Def, Nanjing 210098, Jiangsu, Peoples R China
[3] Minist Nat Resources Peoples Republ China, Natl Marine Hazard Mitigat Serv, Beijing 100000, Peoples R China
来源
WATER | 2018年 / 10卷 / 12期
基金
中国国家自然科学基金;
关键词
broken waves; vertical seawalls; Boussinesq wave model; shock-capturing methods; NUMERICAL-SIMULATION; DYNAMIC-RESPONSE; BREAKING; EQUATIONS; TRANSFORMATION; CURRENTS; FORM;
D O I
10.3390/w10121876
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Broken wave characteristics in front of a vertical seawall were modeled and studied using a shock-capturing Boussinesq wave model FUNWAVE-TVD. Validation with the experimental data confirmed the capability of FUNWAVE-TVD in predicting the wave characteristics via the shock-capturing method. Compared to the results obtained from the Boussinesq model coupled with an empirical breaking model, the advantage of the present shock-capturing model for the broken waves near a vertical seawall was clearly revealed. A preliminary investigation of the effects of the key parameters, such as the incident wave height, water level at the seawall, and seabed slope, on the wave kinematics (i.e., the root mean square of the surface fluctuations and depth-averaged horizontal velocity) near the seawall was then conducted through a series of numerical experiments. The numerical results indicate the incident wave height and the water depth at the seawall are the important parameters in determining the magnitude of the wave kinematics, while the effect of the seabed slope seems to be insignificant. The role of the breaking point locations is also highlighted in this study, in which case further breaking can reduce the wave kinematics significantly for the coastal structures predominately subjected to broken waves.
引用
收藏
页数:15
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