流体和浮体相互作用是海岸及海洋工程急需研究的热点问题之一。文章基于OpenFOAM建立二维数值水槽,利用VOF(Volume of Fluid)方法来捕捉自由表面,通过使用重叠网格方法来描述流固耦合作用。利用建立的数值模型模拟了楔形物块的垂向和斜...流体和浮体相互作用是海岸及海洋工程急需研究的热点问题之一。文章基于OpenFOAM建立二维数值水槽,利用VOF(Volume of Fluid)方法来捕捉自由表面,通过使用重叠网格方法来描述流固耦合作用。利用建立的数值模型模拟了楔形物块的垂向和斜向入水抨击过程,对比了不同状况下的抨击压强分布,分析了水平速度对抨击压强分布的影响。模拟结果与理论解吻合较好,表明了该模型能够合理地模拟物块与水的相互作用问题。展开更多
A tunneled planing hull has unique hybrid hydrodynamic and aerodynamic characteristics due to the presence of a tunnel.In this paper,experimental and numerical investigations on hydrody namic analysis of a tunneled pl...A tunneled planing hull has unique hybrid hydrodynamic and aerodynamic characteristics due to the presence of a tunnel.In this paper,experimental and numerical investigations on hydrody namic analysis of a tunneled planing hull are carried out.The resistance tests of models with three dif ferent masses(127.4 kg,159.5 kg,202.9 kg)are conducted for the Froude number in the range of 0.761≤Fn≤1.925.The results of resistance measured by towing tank imply that the tunneled planing hull with a larger displacement has a superior resistance performance.The numerical simulation of Reynolds Average Navier Stokes(RANS)equations based on the finite volume method is performed to analyze the hull characteristics in calm water(M=159.5 kg)with two degrees of freedom(sinkage and trim).The numerical results are compared with the experimental data,which shows good agreement.Pressure distribution,wave profiles and lift forces obtained by SST k-ωand Realizable k-εturbulence models are compared and discussed.Finally,the local fluid flow of streamline around the hull can be divided into four regions due to the presence of a tunnel,which is different from the behaviors of the conventional planing monohull with prismatic form.展开更多
文摘流体和浮体相互作用是海岸及海洋工程急需研究的热点问题之一。文章基于OpenFOAM建立二维数值水槽,利用VOF(Volume of Fluid)方法来捕捉自由表面,通过使用重叠网格方法来描述流固耦合作用。利用建立的数值模型模拟了楔形物块的垂向和斜向入水抨击过程,对比了不同状况下的抨击压强分布,分析了水平速度对抨击压强分布的影响。模拟结果与理论解吻合较好,表明了该模型能够合理地模拟物块与水的相互作用问题。
文摘A tunneled planing hull has unique hybrid hydrodynamic and aerodynamic characteristics due to the presence of a tunnel.In this paper,experimental and numerical investigations on hydrody namic analysis of a tunneled planing hull are carried out.The resistance tests of models with three dif ferent masses(127.4 kg,159.5 kg,202.9 kg)are conducted for the Froude number in the range of 0.761≤Fn≤1.925.The results of resistance measured by towing tank imply that the tunneled planing hull with a larger displacement has a superior resistance performance.The numerical simulation of Reynolds Average Navier Stokes(RANS)equations based on the finite volume method is performed to analyze the hull characteristics in calm water(M=159.5 kg)with two degrees of freedom(sinkage and trim).The numerical results are compared with the experimental data,which shows good agreement.Pressure distribution,wave profiles and lift forces obtained by SST k-ωand Realizable k-εturbulence models are compared and discussed.Finally,the local fluid flow of streamline around the hull can be divided into four regions due to the presence of a tunnel,which is different from the behaviors of the conventional planing monohull with prismatic form.