Numerical Modeling of Breaking Wave Kinematics and Wave Impact Pressures on a Vertical Slender Cylinder

被引:7
作者
Chella, Mayilvahanan Alagan [1 ]
Bihs, Hans [1 ]
Myrhaug, Dag [2 ]
Arntsen, Oivind Asgeir [1 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Civil & Environm Engn, N-7491 Trondheim, Norway
[2] Norwegian Univ Sci & Technol, Dept Marine Technol, N-7491 Trondheim, Norway
来源
JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME | 2019年 / 141卷 / 05期
关键词
EFFICIENT IMPLEMENTATION; GEOMETRIC-PROPERTIES; SPILLING BREAKERS; FORCES; PILE;
D O I
10.1115/1.4042265
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Wave loads from breaking waves on offshore wind turbine (OWT) substructures in shallow waters still remain uncertain. The interaction of breaking waves with structures is characterized by complex free surface deformations, instantaneous impact of the water mass against the structure, and consequently large wave forces on the structures. The main objective of the paper is to investigate wave impact pressures and kinematics during the interaction of breaking waves with a vertical cylinder using the open-source computational fluid dynamics (CFD) model REEF3D. The model is based on the Reynoldsaveraged Navier-Stokes (RANS) equations coupled with the level set method and k-omega turbulence model. Three wave impact conditions are considered in this study. The numerically simulated free surface deformations around the cylinder during the breaking wave interaction are also presented for different wave impact conditions. For three wave impact conditions, the wave impact pressure and the horizontal and vertical components of the particle velocity are computed in front of the cylinder and analyzed. The pressure and velocity profile at their maximum values are also examined and discussed. In addition, the total force is calculated for three breaking conditions and they are correlated with the pressure and kinematics during the interaction.
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页数:8
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