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海上风机导管架与网箱组合结构水动力特性试验研究

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[目的]旨在研究一种将海上风电导管架与养殖网箱结合的新型组合结构的水动力特性.[方法]通过物理模型试验,分析导管架与网箱组合结构的桩基水平荷载、网衣与导管架的连接张力,并考虑不同的水深、波高、周期、波向、流速和流向等参数对该结构带来的影响.[结果]试验结果表明,在 0°规则波条件下,桩基最大水平荷载为 30.2 N;在 45°规则波条件下,桩基最大水平荷载为 27.5 N;在正向波浪条件下(入射角为 0°),桩基水平荷载比斜向波浪条件下(入射角为 45°)的大 9.5%.[结论]研究表明,在规则波条件下周期较小时网箱对导管架桩基水平荷载影响较小,在纯流条件下网箱显著增加了导管架的桩基水平荷载.
Experimental study on the hydrodynamic characteristics of a combined structure of offshore wind turbine jacket and net cage
[Objective]This paper proposes a novel structure that combines an offshore wind turbine jacket and aquaculture net cage,and its hydrodynamic characteristics are investigated.[Methods]Experimental tests are carried out to analyze the horizontal loads on the pile foundations of the combined structure,and the tension in the connection between the jacket and net cage,while considering the effects of water depth,wave height,wave period,wave direction,current velocity and direction,and other parameters.[Results]For 0-degree regular wave conditions,the maximum horizontal load on the pile foundations is 30.2 N.For 45-degree regular wave conditions,the maximum horizontal load on the pile foundations is 27.5 N.Thus,the maximum horizontal load on the pile foundations under 0-degree regular wave conditions is 9.5%greater than that under 45-degree regular wave conditions.[Conclusions]Under regular wave conditions,the net cage has little in-fluence on the horizontal load on the pile foundations when the wave period is small,while under pure current conditions,the net cage will cause a significant increase in the horizontal load on the pile foundations of the combined structure.

net cagewind turbine jacketcombined structurehydrodynamic characteristics

王凯、韩若朗、许条建、邱彪、阮芳伟、刘俊全

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中山大学 海洋工程与技术学院,广东 珠海 519082

大连理工大学 海岸和近海工程国家重点实验室,辽宁 大连 116024

中广核阳江海上风力发电有限公司,广东 阳江 529931

网箱 风机导管架 组合结构 水动力特性

广东省促进经济高质量发展专项广东省海上风电联合基金重点项目

GDNRC[2022]23号2022B1515250005

2024

中国舰船研究
中国舰船研究设计中心

中国舰船研究

CSTPCD北大核心
影响因子:0.496
ISSN:1673-3185
年,卷(期):2024.19(4)