PIV measurements of the bottom boundary layer under nonlinear surface waves

被引:15
|
作者
Henriquez, M. [1 ]
Reniers, A. J. H. M. [1 ]
Ruessink, B. G. [2 ]
Stive, M. J. F. [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Hydraul Engn, NL-2628 CN Delft, Netherlands
[2] Univ Utrecht, Fac Geosci, Dept Phys Geog, NL-3584 CS Utrecht, Netherlands
关键词
Nonlinear waves; Wave bottom boundary layer; Turbulence; Vortex tubes; Bottom shear stress; Nearshore morphology; INDUCED SEDIMENT TRANSPORT; SAND; ACCELERATION; SKEWNESS; FLOWS;
D O I
10.1016/j.coastaleng.2014.08.004
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Sediment in the nearshore is largely mobilized in the wave bottom boundary layer (wbbl) hereby emphasizing the importance of this relatively thin layer to nearshore morphology. This paper presents a laboratory experiment where hydrodynamic properties of the wbbl were quantified by measuring flow velocities using Particle Image Velocimetry. The bottom of the wave flume was rigid with a single bar profile. The measurements consisted of the velocities of the wbbl with a resolution in the order of 10 points in time and space for skewed and asymmetric waves. In the wbbl there was significant transformation of velocity skewness and asymmetry. Negative wbbl streaming was generated by asymmetric waves. Boundary layer development and generation of vortex tubes were observed. The velocity measurements included the turbulent components resulting in quantification of turbulent stresses that were of similar magnitude as the viscous stresses. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:33 / 46
页数:14
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