financially supported by the Natural Science Foundation of Chongqing,China(Grant No.cstc2020jcyj-bshX0043);POWERCHINA Science and Technology Project(Grant No.DJ-ZDXM-2022-28);Yunnan Fundamental Research Projects(Grant No.202401CF070042).
In channel reservoirs,a quantitative characterization of landslide-generated impulse wave-structure interactions is essential for evaluating potential damage to infrastructure and dams.In this study,the problem of lan...
financially supported by the Basic and Applied Basic Research Foundation of Guangdong Province(Grant Nos.2023A1515010890 and 2022A1515240039);the National Natural Science Foundation of China(Grant No.52001071);the Special Fund Competition Allocation Project of Guangdong Science and Technology Innovation Strategy(Grant No.2023A01022);the Non-funded Science and Technology Research Program Project of Zhanjiang(Grant No.2021B01416);Student Innovation Team Project of Guangdong Ocean University(Grant No.CXTD2023012);the Doctor Initiate Projects of Guangdong Ocean University(Grant Nos.060302072103 and R20068);the Marine Youth Talent Innovation Project of Zhanjiang(Grant No.2021E05009).
The interaction between extreme waves and structures is a crucial study area in marine science,as it significantly influences safety and disaster prevention strategies for marine and coastal engineering.To investigate...
the National Natural Science Foundation of China(Grant Nos.51909160 and 51879159);the National Key Research and Development Program of China(Grant Nos.2019YFB1704200 and 2019YFC0312400);Chang Jiang Scholars Program(Grant No.T2014099);Shanghai Excellent Academic Leaders Program(Grant No.17XD1402300);Innovative Special Project of Numerical Tank of Ministry of Industry and Information Technology of China(Grant No.2016-23/09).
The interaction between structure and wave is a typical phenomenon in naval architecture and ocean engineering.In this paper,numerical simulation is carried out to study the interaction between a two-dimensional subme...
financially supported by the National Natural Science Foundation of China(Grant No.51679212);Zhejiang Provincial Natural Science Foundation of China(Grant No.LR16E090002);the Fundamental Research Funds for the Central Universities(Grant No.2018QNA4041);the Tang Scholar
In this study, solitary waves passing over a submerged breakwater are investigated both experimentally and numerically. A total of 9 experimental conditions are carried out, including different incident wave heights a...
financially supported by the National Natural Science Foundation of China(Grant Nos.51379123 and 11202129);the State Key Laboratory of Ocean Engineering(Shanghai Jiao Tong University)(Grant No.GKZD010067)
Attenuations of solitary wave over a patch of submerged canopy are experimentally investigated. The submerged canopy is modeled by a group of circular cylinder array. The decay coefficients of different wave heights i...
under the FP7 EU-funded research project SIM.COAST(Numerical Simulation Tools for Protection of Coasts against Flooding and Erosion.);FIRB 2008-FUTURO IN RICERCA(Design,construction and operation of the Submarine Multidisciplinary Observatory experiment);funded by the Italian Ministry for University and Scientific Research(MIUR)
Solitary waves are often used in laboratory experiments to study tsunamis propagation and interaction with coasts. However, the experimental shape of the waves may differ from the theoretical one. In this paper, a cor...
supported by the National Natural Science Foundation of China(Grant No. 50779014)
The interaction between solid structures and free-surface flows is investigated in this study. A Smoothed Particle Hy- drodynamics (SPH) model is used in the investigation and is verified against analytical solution...
supported by the Research Grants Council of the Hong Kong Special Administrative Region, China(Grant No. HKU7199/03E)
This is a numerical study on the time development of surface waves generated by a submerged body moving steadily in a two-layer fluid system, in which a layer of water is underlain by a layer of viscous mud. The fully...
The work was financially supported by the Taiwan Science Council(Project No.NSC-89-2611-E-019-064)
Studies of the breaking criteria for solitary waves on a slope are presented in this paper. The boundary element method is used to model the processes of shoaling and breaking of solitary waves on various slopes. Empi...
The propagation, shoaling and breaking of solitary waves on mild slopes are simulated by boundary element method. In this paper, the criterion of breaking solitary waves on mild slopes is discussed. The criterion is t...