节点文献

Study on Flow Field Around Vertical Breakwater Under Different Overtopping Conditions Based on Numerical Simulation

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 蒋学炼吴米玲李炎保

【Author】 JIANG Xue-lian a,b,WU Mi-ling c and LI Yan-bao b,da Tianjin Key Laboratory of Soft Soil Characteristics & Engineering Environment,Tianjin Institute of Urban Construction,Tianjin 300384,Chinab School of Civil Engineering,Tianjin University,Tianjin 300072,Chinac Wuhan Harbour Engineering Design and Research Co. Ltd,China Communications Construction Company Ltd.,Wuhan 430071,Chinad State Key Laboratory of Hydraulics and Mountain River Engineering,Chengdu 610065,China

【机构】 Tianjin Key Laboratory of Soft Soil Characteristics & Engineering Environment,Tianjin Institute of Urban ConstructionSchool of Civil Engineering,Tianjin UniversityWuhan Harbour Engineering Design and Research Co. Ltd,China Communications Construction Company Ltd.State Key Laboratory of Hydraulics and Mountain River Engineering

【摘要】 A numerical wave flume is constructed based on the Reynolds Averaged Navier-Stokes (RANS) equations with turbulence closure by a modified k-ε model to study the viscous interactions of waves with vertical breakwaters for different overtopping cases. The governing equations,the turbulence model,boundary conditions,and solution method for the numerical wave flume are introduced briefly. The reliability of the numerical wave flume is examined by comparing the numerical results with the experimental measurements,and good agreements between them indicate the validity of the present model. The developments of mean velocity fields,the contours of vorticity,and the influences of wave nonlinearity on turbulence field as wave passing through vertical breakwaters are discussed in detail based on the numerical results. It is noted that the vortices at the rear of the lower submerged breakwater are close to the bottom and maybe induce the scouring to the leeside toe of marine structure in practice. Over all,a conclusion can be obtained from this study that the turbulence in wave field around structure is induced directly by the development of boundary layer on the solid boundary,the nonlinear interaction of free surface with obstacle,and the plunging of overtopping waves.

【Abstract】 A numerical wave flume is constructed based on the Reynolds Averaged Navier-Stokes (RANS) equations with turbulence closure by a modified k-ε model to study the viscous interactions of waves with vertical breakwaters for different overtopping cases. The governing equations,the turbulence model,boundary conditions,and solution method for the numerical wave flume are introduced briefly. The reliability of the numerical wave flume is examined by comparing the numerical results with the experimental measurements,and good agreements between them indicate the validity of the present model. The developments of mean velocity fields,the contours of vorticity,and the influences of wave nonlinearity on turbulence field as wave passing through vertical breakwaters are discussed in detail based on the numerical results. It is noted that the vortices at the rear of the lower submerged breakwater are close to the bottom and maybe induce the scouring to the leeside toe of marine structure in practice. Over all,a conclusion can be obtained from this study that the turbulence in wave field around structure is induced directly by the development of boundary layer on the solid boundary,the nonlinear interaction of free surface with obstacle,and the plunging of overtopping waves.

【基金】 supported by the National Natural Science Foundation of China (Grant No.50779045);the Open Foundation of State Key Laboratory of Hydraulics and Mountain River Engineering (Grant No.0710);the Na-tional Science Foundationfor Post-doctoral Scientists of China (Grant No.20080440681);the Natural Science Foun-dation of Tianjin,China (Grant No.10JCYBJC03700);the Scientific and Technologic Development Foundation of the Higher Education Institutions of Tianjin,China (Grant No.20080906)
  • 【文献出处】 China Ocean Engineering ,中国海洋工程(英文版) , 编辑部邮箱 ,2010年04期
  • 【分类号】P731.22
  • 【被引频次】5
  • 【下载频次】69
节点文献中: 

本文链接的文献网络图示:

本文的引文网络