A physical model approach to nonlinear vertical accelerations and mooring loads of an offshore aquaculture cage induced by wave-structure interactions

被引:21
|
作者
Qin, Hongde [1 ]
Xu, Zhijing [1 ,2 ]
Li, Peng [1 ,3 ]
Yu, Songchen [1 ]
机构
[1] Harbin Engn Univ, Coll Shipbldg Engn, Harbin 150001, Peoples R China
[2] Univ New Hampshire, Dept Mech Engn, Durham, NH 03824 USA
[3] Peng Cheng Lab, Shenzhen 518040, Peoples R China
基金
中国国家自然科学基金;
关键词
Physical model approach; Nonlinear vertical accelerations; Mooring loads; Aquaculture cage; Wave-structure interaction; MULTIPLE NET CAGES; FLOATING COLLAR; FLOW VELOCITY; FISH FARM; DRAG; COEFFICIENTS; GEOMETRY; FORCE;
D O I
10.1016/j.oceaneng.2019.106904
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A grand aim of aquaculturists is to investigate the interactions between the oceanic environment and aquaculture structures, in order to make the structures more durable to loads caused by waves and current. To that end, we investigate the effects of extreme wave conditions by leveraging a physical model approach. We assume that the floating collar of the cage moves with the wave in heave, leading to extreme conditions. Thus, the wavelength is much larger than the size of the floating collar model and the wave frequency is much lower than the natural period of heave. For the floating collar model without netting, under wave-only conditions, the first- and second-harmonic components of the vertical acceleration are proportional to the wave amplitude zeta(a), and square of the wave amplitude zeta(2)(a), respectively. The third- and fourth-harmonic components exhibit oscillations at non-dimensional wave number va approximate to 0.055 due to the change of free surface. For the floating cage model under combined waves and current conditions, the first-harmonic component is more likely proportional to zeta(a), while the second-harmonic component shows erratic behavior. The effects of mooring loads in front and aft mooring lines are also assessed.
引用
收藏
页数:15
相关论文
共 7 条
  • [1] Nonlinear dynamics of an aquaculture cage array induced by wave-structure interactions
    Shen, Haibin
    Zhao, Yun-Peng
    Bi, Chun-Wei
    Xu, Zhijing
    OCEAN ENGINEERING, 2023, 269
  • [2] Nonlinear vertical accelerations and mooring loads of a semi-submersible offshore fish farm under extreme conditions
    Yu, Songchen
    Qin, Hongde
    Li, Peng
    Xu, Zhijing
    AQUACULTURAL ENGINEERING, 2021, 95
  • [3] The effect of nonlinear wave-structure and soil-structure interactions in the design of an offshore structure
    Chatziioannou, Konstantinos
    Katsardi, Vanessa
    Koukouselis, Apostolos
    Mistakidis, Euripidis
    MARINE STRUCTURES, 2017, 52 : 126 - 152
  • [4] Nonlinear wave-structure interactions with a high-order Boussinesq model
    Fuhrman, DR
    Bingham, HB
    Madsen, PA
    COASTAL ENGINEERING, 2005, 52 (08) : 655 - 672
  • [5] Experimental decomposition of nonlinear hydrodynamic loads and hydroelastic responses in wave-structure interactions of monopile wind turbines
    Jiang, Changqing
    el Moctar, Ould
    PHYSICS OF FLUIDS, 2024, 36 (11)
  • [6] Vibration mitigation of an integrated structure consisting of a monopile offshore wind turbine and aquaculture cage under earthquake, wind, and wave loads
    Zhang, Tianyi
    Wang, Wenhua
    Li, Xin
    Shi, Wei
    MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2023, 30 (04) : 627 - 646
  • [7] Implementation of Open Boundaries within a Two-Way Coupled SPH Model to Simulate Nonlinear Wave-Structure Interactions
    Verbrugghe, Tim
    Stratigaki, Vasiliki
    Altomare, Corrado
    Dominguez, J. M.
    Troch, Peter
    Kortenhaus, Andreas
    ENERGIES, 2019, 12 (04)