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作 者:ZHANG Hong-qian XIE Ming-xiao ZHANG Chi LI Shao-wu ZHANG Hua-qing SUN Yu-chen
机构地区:[1]State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300072,China [2]Tianjin Research Institute for Water Transport Engineering,M.O.T..,Tianjin 300456,China [3]State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China
出 处:《China Ocean Engineering》2021年第5期759-766,共8页中国海洋工程(英文版)
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)。
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 environment.An 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 layer.It 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 condition.Such effect has yet not been reported in the literatures using oscillatory U-tube or small-sized wave flume.The 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 lead.The 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 studies.Especially,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.
关 键 词:large wave flume wave boundary layer hydrodynamic mechanism TURBULENT
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