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纵荡与升沉耦合激励下晃荡波特性及响应规律研究

Study on the behavior and response of sloshing wave under the coupled surge and heave excitations

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【作者】 金鑫刘飞飞邹寅劼任律刘名名李登松朱红钧

【Author】 JIN Xin;LIU Fei-fei;ZOU Yin-jie;REN Lv;LIU Ming-ming;LI Deng-song;ZHU Hong-jun;College of Energy,Chengdu University of Technology;Key Laboratory of Coastal Disaster and Protection,Ministry of Education,Hohai University;State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University;Zibo Utilities Service Centre;Chnia Renewable Energy Engineering Institute;State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology;College of Water Conservancy and Hydropower Engineering,Sichuan Agricultural University;State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation,Southwest Petroleum University;

【通讯作者】 李登松;

【机构】 成都理工大学能源学院河海大学海岸灾害及防护教育部重点实验室天津大学水利工程仿真与安全国家重点实验室淄博市公用事业服务中心水电水利规划设计总院大连理工大学海岸和近海工程国家重点实验室四川农业大学水利水电学院西南石油大学油气藏地质及开发工程国家重点实验室

【摘要】 基于有限差分法对Navier-Stokes方程进行数值离散,建立纵荡与升沉耦合激励下流体晃荡三维数值模型,自由液面采用具有二阶精度的流体体积法进行追踪。基于势流理论推导出纵荡与升沉耦合激励下理想流体晃荡解析解,用于验证已建立的数值模型与响应规律分析。该模型也与文献结果进行对比分析,表明该模型能准确地模拟耦合激励下的非线性晃荡问题。理论与数值结果表明:即使单自由度纵荡与升沉激励无法激发明显的波动,即非共振,当激励频率的和值或差值接近流体系统自然频率时,耦合激励也可以激发共振晃荡波;耦合晃荡波与激励频率的关系也通过两组扫频分析得到。

【Abstract】 A three-dimensional Navier-Stokes model based on the finite difference method was applied to investigate the coupled surge and heave sloshing, and the free surface was captured by the second-order volume-of-fluid method. Based on the linearized potential theory, an analytical solution for the coupled sloshing was derived and applied to validate the present numerical model as well as analyze the free surface response. Rather good agreement was guaranteed through comparison with the available results in literatures. According to the analytical and numerical results, it can be found that the coupled resonant sloshing is triggered when the sum or difference of the two excitation frequencies is close to the system′s natural frequencies even though any single-degree-of-freedom excitation cannot excite resonant wave motion individually. The relationship between the wave height of the coupled sloshing and excitation frequency is obtained through two groups of sweeping tests.

【基金】 国家自然科学基金(41601011);四川省大学生创新训练计划(201910626060);海岸灾害及防护教育部重点实验室项目(202005);水利工程仿真与安全国家重点实验室项目(HESS-2009);海岸和近海工程国家重点实验室开放基金(LP1912)
  • 【文献出处】 水道港口 ,Journal of Waterway and Harbor , 编辑部邮箱 ,2021年03期
  • 【分类号】P75;U661
  • 【被引频次】2
  • 【下载频次】68
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