浅化波浪层流边界层流速分布特性的数值分析

李诚; 张弛; 隋倜倜

doi:10.3969/j.issn.0253-4193.2016.05.013

浅化波浪层流边界层流速分布特性的数值分析

doi: 10.3969/j.issn.0253-4193.2016.05.013

河海大学海岸灾害及防护教育部重点实验室, 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: 国家自然科学基金项目(51209082);交通运输部应用基础研究计划项目(2014329224330);江苏省普通高校研究生科研创新计划(#CXLX11_0450)。

计量
- 文章访问数: 1121
- HTML全文浏览量: 6
- PDF下载量: 789
- 被引次数: 0
出版历程
- 收稿日期: 2015-05-10

Numerical investigation on velocity distribution in the shoaling laminar wave bottom boundary layer

Key Laboratory of Coastal Disaster and Defence, Ministry of Education, Hohai University, Nanjing 210098, China;College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China

摘要

摘要: 建立了同时考虑波致雷诺应力和时均水平压强梯度影响的二阶波浪边界层数学模型,模型计算得到的浅化波浪层流边界层内瞬时流速剖面、振荡速度幅值和时均流速剖面均与水槽实验数据吻合较好,在此基础上探讨了浅化波浪边界层流速分布特性及其影响机制。随着波浪的浅化变形,边界层内时均流速剖面"底部向岸、上部离岸"的变化特征越来越明显。这是二阶对流项引起的波致雷诺应力和离岸回流引起的时均水平压强梯度共同作用的结果,在床面附近由波致雷诺应力占主导作用并趋于引起向岸流动,在上部区域由时均水平压强梯度占主导作用并趋于引起离岸流动。
- 波浪浅化 /
- 底部边界层 /
- 时均流速 /
- 数值模拟
Abstract: An improved second-order numerical model for wave bottom boundary layer is developed, which includes both effects of wave Reynolds stress and mean horizontal pressure gradient. The simulated instantaneous velocity profiles, oscillatory velocity amplitudes and mean velocity profiles in the laminar boundary layer beneath shoaling waves are in good agreements with the experimental data. Effects of various dynamic processes on the mean velocity distribution are discussed. Results reveal that the mean velocity is directed onshore and offshore in the lower and upper regions of the bottom boundary layer, respectively, and this pattern becomes increasing obvious as wave shoals over a sloping bed. The near-bed onshore mean velocity is dominated by wave Reynolds stress related to the second-order advective terms, while the offshore mean velocity in the upper region is mostly due to the mean horizontal pressure gradient related to the undertow current.
- wave shoaling /
- bottom boundary layer /
- mean velocity /
- numerical simulation

HTML全文

参考文献(15)

Nielsen P. Coastal bottom boundary layers and sediment transport[M]. Singapore: World Scientific, 1992.

陈杰, 刘静, 蒋昌波, 等. 波浪作用下泥沙运动研究综述[J]. 泥沙研究, 2014(4): 74-80. Chen Jie, Liu Jing, Jiang Changbo, et al. Review of sediment transport under waves[J]. Journal of Sediment Research, 2014(4): 74-80.

汪亚平, 高抒, 贾建军. 海底边界层水流结构及底移质搬运研究进展[J]. 海洋地质与第四纪地质, 2000,20(3): 101-106. Wang Yaping, Gao Shu, Jia Jianjun. Flow structure in the marine boundary layer[J]. Marine Geology & Quaternary Geology, 2000, 20(3): 101-106.

Hino M, Kashiwayanagi M, Nakayama A, et al. Experiments on the turbulence statistics and the structure of a reciprocating oscillatory flow[J]. Journal of Fluid Mechanics, 1983, 131: 363-400.

Jensen B L, Sumer B M, Fredse J. Turbulent oscillatory boundary layers at high Reynolds numbers[J]. Journal of Fluid Mechanics, 1989, 206: 265-297.

孙亚斌, 张庆河, 张金凤. 振荡层流边界层运动的格子Boltzmann模拟[J]. 水动力学研究与进展: A辑, 2006, 21(3): 347-353. Sun Yabin, Zhang Qinghe, Zhang Jinfeng. Simulation of oscillatory laminar boundary layer flow based on Lattice Boltzmann Method[J]. Chinese Journal of Hydrodynamics, 2006, 21(3): 347-353.

陈杰, 蒋昌波, 刘虎英, 等. Mellor-Yamada模型在波浪边界层中的运用[J]. 海洋通报, 2010, 29(3): 253-256. Chen Jie, Jiang Changbo, Liu Huying, et al. Study of wave boundary layer based on Mellor-Yamada model[J]. Marine Science Bulletin, 2010, 29(3): 253-256.

吴永胜, 练继建, 张庆河, 等. 波浪-水流共同作用下的紊动边界层数值分析[J]. 水利学报, 1999(9): 68-74. Wu Yongsheng, Lian Jijian, Zhang Qinghe, et al. Numerical analysis of turbulent boundary layer under combined action of wave and current[J]. Shuili Xuebao, 1999(9): 68-74.

Longuet-Higgins M S. The mechanics of the boundary layer near the bottom in a progressive wave[C]//Proceedings of 6th Conference on Coastal Engineering, 1958: 184-193.

Putrevu U, Svendsen I A. Vertical structure of the undertow outside the surf zone[J]. Journal of Geophysical Research, 1993, 98(C12): 22707-22716.

Lin C, Hwung H H. Observation and measurement of the bottom boundary layer flow in the prebreaking zone of shoaling waves[J]. Ocean Engineering, 2002, 29(12): 1479-1502.

Holmedal L E, Myrhaug D. Wave-induced steady streaming, mass transport and net sediment transport in rough turbulent ocean bottom boundary layers[J]. Continental Shelf Research, 2009, 29(7): 911-926.

Kranenburg W M, Ribberink J S, Uittenbogaard R E, et al. Net currents in the wave bottom boundary layer: on waveshape streaming and progressive wave streaming[J]. Journal of Geophysical Research, 2012, 117:F03005.

Zhang C, Zheng J H, Wang Y G, et al. Modeling wave-current bottom boundary layers beneath shoaling and breaking waves[J]. Geo-Marine Letters, 2011, 31(3): 189-201.

Henderson S M, Allen J S, Newberger P A. Nearshore sandbar migration predicted by an eddy-diffusive boundary layer model[J]. Journal of Geophysical Research, 2004, 109(C6): C06024.1-C06024.15.

施引文献

资源附件(0)

访问统计