首页|OWC-开孔浮式防波堤稳定性的数值研究

OWC-开孔浮式防波堤稳定性的数值研究

Numerical investigation on the stability of OWC-perforated floating breakwater

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为了研究OWC(振荡水柱)-开孔浮式防波堤的稳定性,基于ANSYS AQWA软件对浮堤运动幅值响应算子(RAO)进行了模拟,并讨论了防波堤组合双体结构的间距、波浪入射角度、OWC开口宽度、吃水深度及锚链拖地长度等因素对防波堤稳定性的影响.结果表明:浮堤双体结构间距的改变对系统的系泊稳定性无明显影响;波浪人射角度的增大使浮堤纵摇运动幅度减小,稳定性增加;OWC浮箱开口宽度增大会增加浮堤运动幅度;增大浮堤的吃水深度或减小锚链拖地长度可增大浮堤的垂荡、横摇方向的运动幅度,减小纵摇方向运动,使浮堤固有周期增大.研究表明,实际工程中可通过改变OWC开口宽度、浮箱吃水深度、锚链拖地长度及来波方向等增强OWC-开孔浮式防波堤的系泊稳定性.
To investigate the stability of an oscillating water column(OWC)perforated floating breakwater,the RAO(Response amplitude operator)for the motion of the floating breakwater was simulated using ANSYS AQWA software.The effects of several factors on breakwater stability were discussed including spacing between double-body structures of the breakwater,wave incident angle,width of OWC opening,draft depth,and length of anchor chain dragging.Results showed that the spacing change between double-body structures had little effect on mooring stabil-ity;an increase in wave incident angle led to reduce longitudinal sway motion amplitude and increase the stability;widening the OWC opening led to increased motion amplitude of the breakwater;increasing draft depth or reducing anchor chain length led to increase heave and roll direction motion amplitude while decreasing pitching direction motion and increasing natural period.The finding indicates that the mooring stability of OWC-perforated floating breakwater can be adjusted by changing the opening width,draft depth,length of anchor chain dragging,and wave direction in actual engineering.

OWC-perforatedfloating breakwaterstabilitynumerical simulation

郑艳娜、李佳繁、邵希冉、牟瑛娜、陈昌平、郝健

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大连海洋大学海洋与土木工程学院,辽宁大连 116023

设施渔业教育部重点实验室(大连海洋大学),辽宁大连 116023

四川省农村水利中心,四川成都 610031

OWC-开孔式 浮式防波堤 稳定性 数值模拟

2024

大连海洋大学学报
大连海洋大学

大连海洋大学学报

CSTPCD北大核心
影响因子:0.913
ISSN:2095-1388
年,卷(期):2024.39(5)