Experimental study of the effect of wind above irregular waves on the wave-induced load statistics

被引:8
|
作者
Kristoffersen, Julie Caroe [1 ]
Bredmose, Henrik [2 ]
Georgakis, Christos Thomas [1 ]
Branger, Hubert [3 ]
Luneau, Christopher [4 ]
机构
[1] Aarhus Univ, Dept Civil & Architectural Engn, Inge Lehmann Gade 10, DK-8000 Aarhus, Denmark
[2] DTU Wind Energy, Nils Koppels Bldg 403, DK-2800 Lyngby, Denmark
[3] AMU, ECM, IRPHE, CNRS, Campus Luminy,Bat IOA, FR-13009 Marseille, France
[4] AMU, IRD, Inst Pytheas, CNRS, Campus Luminy,Bat Pytheas, FR-13009 Marseille, France
关键词
Offshore structure; Wave-induced load; Direct wind effect on waves; Irregular waves;
D O I
10.1016/j.coastaleng.2021.103940
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The design load from waves on offshore structures are often estimated by aid of experimental studies in wave flumes and basins. When going from open sea to laboratorial conditions a number of factors are either added or omitted such as wind above waves. The paddle-generated waves are based on a spectrum taking the indirect effect of wind into account, whereas the direct effect of wind is left out. Previous studies have focused on the direct effect of wind on waves themselves, but no investigations on the load have been made. The question is whether or not airflow separation, vortexes etc. in the wind field alter physical properties such as steepness of waves, the number of breaking waves and hereby the force; especially the in-line force. To investigate the matter, an experimental study of depth-integrated force on a circular cylinder from irregular waves both with and without wind above, was conducted. An objective, when conducting the tests, was to achieve the same significant wave height whether wind was present or not. Exceedance probability curves for wave crest height, depthintegrated force and pressure were obtained. Moreover, a more descriptive assessment of the phenomena was done by studying the average force shape of the hundred largest force events. In addition, there was applied a phase-based harmonic separation method to explore the wind's effect on the harmonic force components of higher order. The front steepness of the waves was clearly increased with the introduction of wind and further increased, when increasing the wind velocity. The introduction of wind consistently increased the number of breaking waves detected with a breaking criterion. The wave-induced load in the tail of the exceedance probability curve was only increased for some of the sea states, when wind was present. This was very dependent on the size of the crest height of the largest breaking waves. The maximum wave-induced pressure in the tail of the exceedance probability curve was on the contrary increased for all sea states, when wind was present, and it kept increasing with increasing wind velocity. For one of the sea states with increased force extrema, the averaged force shape for the hundred largest events of a case with wind revealed a shape with a spiky peak consistent with that generated from breaking waves. This was not present for the case without wind. The separated harmonic contents of the force up to fourth order also showed a tendency towards more energy at harmonic components of higher order for the case with wind.
引用
收藏
页数:15
相关论文
共 44 条
  • [1] Numerical study of the effect of wind above irregular waves on the wave-induced load statistics
    Kristoffersen, Julie Caroe
    Bredmose, Henrik
    Georgakis, Christos Thomas
    Pierella, Fabio
    COASTAL ENGINEERING, 2022, 176
  • [2] Experimental study of the effect of wind above focused waves and the wave-induced loading
    Kristoffersen, Julie Caroe
    Bredmose, Henrik
    Georgakis, Christos
    Branger, Hubert
    Luneau, Christopher
    OCEANS 2021: SAN DIEGO - PORTO, 2021,
  • [3] Experimental study on the irregular wave-induced pore pressure of a sloping beach with cross-shore profile evolution
    Sui, Titi
    Yang, Yunhan
    Yang, Zhendi
    Zhang, Chi
    Zheng, Jinhai
    OCEAN ENGINEERING, 2025, 324
  • [4] Numerical simulation of irregular wave transformation due to wave-induced current
    Choi, Junwoo
    Lim, Chae-Ho
    Jeon, Young-Joon
    Yoon, Sung Bum
    JOURNAL OF HYDRO-ENVIRONMENT RESEARCH, 2007, 1 (02) : 133 - 142
  • [5] Predicting Wind Wave Suppression on Irregular Long Waves
    Bailey, Taylor
    Ross, Lauren
    Bryant, Mary
    Bryant, Duncan
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2020, 8 (08)
  • [6] Experimental study on the performance of a wave pump for artificial upwelling in irregular waves
    Zhou, Shule
    Fan, Wei
    Yao, Zhongzhi
    Qiang, Yongfa
    Pan, Yiwen
    Chen, Ying
    OCEAN ENGINEERING, 2019, 189
  • [7] A nonlinear hydroelastic method considering wave memory effect for ship load responses in irregular waves
    陈占阳
    JournalofCentralSouthUniversity, 2017, 24 (09) : 2058 - 2070
  • [8] A nonlinear hydroelastic method considering wave memory effect for ship load responses in irregular waves
    Zhan-yang Chen
    Journal of Central South University, 2017, 24 : 2058 - 2070
  • [9] A nonlinear hydroelastic method considering wave memory effect for ship load responses in irregular waves
    Chen Zhan-yang
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2017, 24 (09) : 2058 - 2070
  • [10] Iteration Coupling Simulation of Random Waves and Wave-Induced Currents
    Zheng, Jinhai
    Wang, Tianwen
    Wang, Gang
    Zhang, Chenming
    Zhang, Chi
    JOURNAL OF APPLIED MATHEMATICS, 2012,