Study on Hydrodynamic Characteristics of Wave Turbulent Bottom Boundary Layer Using A Large-Sized Wave Flume
在波浪的水动力学特征上学习用大尺寸的波浪斜槽的狂暴的底部边界层作者机构:State Key Laboratory of Hydraulic Engineering Simulation and SafetyTianjin UniversityTianjin 300072China Tianjin Research Institute for Water Transport EngineeringM.O.T..Tianjin 300456China State Key Laboratory of Hydrology-Water Resources and Hydraulic EngineeringHohai UniversityNanjing 210098China
出 版 物:《China Ocean Engineering》 (中国海洋工程(英文版))
年 卷 期:2021年第35卷第5期
页 面:759-766页
核心收录:
学科分类:081505[工学-港口、海岸及近海工程] 07[理学] 0707[理学-海洋科学] 08[工学] 0815[工学-水利工程] 0824[工学-船舶与海洋工程] 0814[工学-土木工程] 082401[工学-船舶与海洋结构物设计制造]
基 金:financially supported by the National Natural Science Foundation of China(Grant Nos.51779112 and 51779170) the Research Innovation Fund of Tianjin Research Institute for Water Transport Engineering(Grant No.TKS20200401)
主 题:large wave flume wave boundary layer hydrodynamic mechanism turbulent
摘 要:Experimental studies were conducted in a super-large wave flume,aiming at uncovering the hydrodynamic characteristics involved in the turbulent wave boundary layer of full scale *** explicit formula of boundary layer thickness on rough turbulent flow was presented based on the measured velocity data of the present study and collected experimental data on wave boundary *** was found that the bottom wave-associated nominal stresses under the conditions of prototype scale tests suppress the vertical turbulence scattering upward over the boundary layer,which accounts for thickening of the boundary layer under wave *** effect has yet not been reported in the literatures using oscillatory U-tube or small-sized wave *** phase inconsistency in the turbulent boundary layer to the free stream velocity(velocity immediately outside the boundary layer)is within15°,which is remarkably smaller than the results from oscillatory U-tubes,as well as the larger wave flume experiment presented by Xie et al.(2021),showing that the coarser bed would further reduce the phase *** intensity of the vertical turbulent component is approximately 1/2 of the horizontal component,which has larger ratio compared with the value of 1/5 reported by previous ***,it was also found that the vertical turbulent energy was approximately 3/4 of the turbulent energy in spanwise directions(y-direction).This means that the turbulent fluctuation has similar order in all three-directions(x,y,z)in a full scale environment and highlights that the turbulent components in all the three directions should not be neglected when calculating the total turbulent energy.