Study of Solitary Wave Interactions with Semi-Submersible Platforms via Smoothed Particle Hydrodynamics Modeling  

作　　者：LIN Jin-bo HU Li-li YANG Hui HE Yan-li MAO Hong-fei HE Dong-bin ZHENG Jian LI Lei WU Guang-lin 

机构地区：[1]College of Ocean Engineering and Energy,Guangdong Ocean University,Zhanjiang 524005,China [2]Guangdong Provincial Key Laboratory of Intelligent Equipment for South China Sea Marine Ranching,Guangdong Ocean University,Zhanjiang 524088,China [3]Heilongjiang Province Hydraulic Research Institute,Harbin 150080,China [4]Heilongjiang Provincial Water Conservancy and Hydroelectric Power Investigation Design and Research Institute,Harbin 150080,China

出　　处：《China Ocean Engineering》2025年第1期149-159,共11页中国海洋工程(英文版)

基　　金：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).

摘　　要：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 flow field of a semi-submersible against extreme waves,a model simulating solitary wave interactions with the semi-submersible system was developed via the meshless smoothed particle hydrodynamics(SPH)method and Rayleigh’s theory.Notably,the wave surface and wave load results obtained from the SPH model,compared with those of OpenFOAM,result in an interaction test case between solitary waves and partially submerged rectangular obstacles and show good agreement,with a maximum relative error of 3.4%.An analysis of the calculated results of the semi-submersible facing solitary waves revealed several key findings:overtopping,which decreases with increasing water depth,occurs on the structure when the non-submerged ratio is 0.33 and the wave height surpasses 0.2 m.The transmission coefficient decreases with increasing wave height but increases as the water depth increases.Furthermore,the reflection coefficient peaks at a wave height H0=0.2 m.The dissipation coefficient displays a valley trend with a small water depth,whereas it increases monotonically with increasing water depth.The dissipation coefficient decreases with increasing water depth.

关 键 词：wave-structure interaction solitary waves SEMI-SUBMERSIBLE smoothed particle hydrodynamics 

分 类 号：O35[理学—流体力学]