首页|三锚式浮标综合观测平台不同系泊参数的响应分析

三锚式浮标综合观测平台不同系泊参数的响应分析

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文中基于建立的三锚式浮标数值计算模型进行频域分析,通过改变投锚距离、三锚式浮标特有的两类锚链长度,计算主浮标在不同风浪流作用下的运动响应以及锚链张力.结果表明:投锚距离对锚链张力有显著影响,但对纵荡、横荡以及垂荡影响不大;增加链接锚链和固定锚链长度,会显著增加横荡、纵荡和垂荡的响应幅值,并显著减小系泊系统的张力;随着入射方向从0°增加到60°,链接锚链张力略微增大,固定锚链张力略微减小;最后根据不同的工程需求给出了三锚式浮标的布放建议,确保其安全和服役寿命.
Response Analysis of Different Mooring Parameters for a Three-anchor Buoy Integrated Observing Platform
Based on the numerical calculation model of the three-anchor buoy,the frequency domain a-nalysis was carried out in this paper.By changing the anchoring distance and the two types of anchor chain lengths unique to the three-anchor buoy,the motion response and anchor chain tension of the main buoy under different wind waves and currents were calculated.The results show that the ancho-ring distance has a significant effect on the tension of the anchor chain,but has little effect on the pitch,yaw and heave.Increasing the link chain and fixing the chain length will significantly increase the response amplitude of sway,heave and heave,and significantly reduce the tension of the mooring system.With the incident direction increasing from 0° to 60°,the tension of link anchor chain increa-ses slightly,while the tension of fixed anchor chain decreases slightly.Finally,according to different engineering requirements,suggestions on the deployment of three-anchor buoys are given to ensure their safety and service life.

mooring parametersmotion responsethree-anchored buoynumerical simulation

王旭、贾思洋、刘长华、甘进、王春晓

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中国科学院研究所 青岛 266071

中国科学院海洋大科学研究中心 青岛 266071

武汉理工大学船海与能源动力工程学院 武汉 430063

系泊参数 运动响应 三锚式浮标 数值模拟

国家重点研发计划项目中国科学院仪器设备功能开发项目国家自然科学基金面上项目

2022YFC3104300GYH20180241876102

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(2)
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