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加速度不对称波浪作用下的底部边界层动力特性
引用本文:张弛,劳伯村,郑金海. 加速度不对称波浪作用下的底部边界层动力特性[J]. 河海大学学报(自然科学版), 2016, 44(3): 258-264
作者姓名:张弛  劳伯村  郑金海
作者单位:河海大学港口海岸与近海工程学院, 江苏 南京 210098; 交通部天津水运工程科学研究所工程泥沙交通行业重点实验室, 天津 300456,河海大学港口海岸与近海工程学院, 江苏 南京 210098,河海大学港口海岸与近海工程学院, 江苏 南京 210098
基金项目:国家自然科学基金(51209082);教育部高等学校博士学科点专项科研基金(20120094120006);交通部天津水运工程科学研究所工程泥沙交通行业重点实验室开放课题(2015TKL0101)
摘    要:为了研究加速度不对称波浪对底部边界层的影响,建立加速度不对称波浪作用下的底部边界层数学模型,复演物理模型试验中的流速剖面、紊动强度和床面剪切应力,在此基础上探讨加速度不对称波浪边界层的动力特性。结果表明,波峰半周期内正向加速阶段的加速度比较大,引起较快的边界层发育、较大的流速梯度和较大的紊动能量,产生了正向的周期平均床面剪切应力;这些现象随加速度不对称系数的增大而更加明显;在振荡水槽中,加速度不对称波浪边界层内存在底部反向和顶部正向的时均流动,加速度不对称系数的增大会增强底部反向流速;在开敞水域中,时均流速在整个边界层内都是正向的,底部出现"流速外突"的现象,顶部流速趋于均匀分布,加速度不对称系数的增大会减弱底部正向流速。

关 键 词:加速度不对称波浪;底部边界层;水动力特性;数值模拟
收稿时间:2015-05-24

Hydrodynamic characteristics of bottom boundary layer under acceleration-skewed waves
ZHANG Chi,LAO Bocun and ZHENG Jinhai. Hydrodynamic characteristics of bottom boundary layer under acceleration-skewed waves[J]. Journal of Hohai University (Natural Sciences ), 2016, 44(3): 258-264
Authors:ZHANG Chi  LAO Bocun  ZHENG Jinhai
Affiliation:College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China; Key Laboratory of Engineering Sediment of Ministry of Transport, Tianjin Research Institute for Water Transport Engineering, M.O.T., Tianjin 300456, China,College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China and College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China
Abstract:In order to study the effect of acceleration-skewed waves on the bottom boundary layer, a numerical model was developed to reproduce the velocity profiles, turbulent intensity, and bottom shear stress as measured in a physical model experiment. Based on this, the hydrodynamic characteristics of the boundary layer under the acceleration-skewed waves were examined. Numerical results show that greater flow acceleration in the positive accelerating stage within a wave crest half-cycle leads to quicker development of the boundary layer, a larger velocity gradient, and greater turbulent intensity, resulting in positive period-averaged bottom shear stress. These features become more pronounced when the degree of acceleration skewness increases. In the oscillating water tunnel, the time-averaged current velocities are positive and negative in the upper and lower regions of the boundary layer, respectively, and the negative near-bed current velocity increases with the degree of acceleration skewness. In the open sea, the time-averaged current velocity is positive over the whole boundary layer, velocity over-shooting is found in the lower region, the velocity is uniform in the upper region, and the positive near-bed current velocity decreases with the increase of the degree of acceleration skewness.
Keywords:acceleration-skewed waves   bottom boundary layer   hydrodynamic characteristics   numerical simulation
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