Observations of net sediment transport rate and boundary layer of wave-current flows over vortex ripples

被引:5
作者
Yuan, Jing [1 ]
机构
[1] Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
关键词
Sediment transport; Vortex ripples; Wave-current interaction; Oscillatory water tunnel; SHEET FLOW; OSCILLATORY FLOWS; PLUS CURRENT; BOTTOM; SAND; GEOMETRY; MODEL; BED; MIGRATION;
D O I
10.1016/j.coastaleng.2023.104288
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In shallow coastal regions, shoaling waves and current together determine the net sediment transport rate,Q(net), which is critical for understanding coastal morphodynamics. Moderate waves produce vortex ripples on a sandy seabed, which dramatically changes local wave-current interaction. This study aims at improving our understanding of Q(net) and boundary layer flow under collinear wave-current flow over a rippled bed. Two sets of full-scale experiments were conducted using an oscillatory water tunnel, which approximates wave as sinusoidal oscillatory flow. The live-bed tests, in which 2-dimensional sand ripples were produced over a coarse-sand bed, provided measurements of Q(net) and visual observations of flow-sediment interaction Q(net) under the same wave condition changes from against-current to following-current as the co-existing current increases, which agrees with some previous experiments. In the fixed-bed tests, which have fixed concrete model ripples covered by sandpapers, the detailed flow fields were measured using a particle image velocimetry. The results reveal that the current enlarges the spanwise coherent vortex (SCV) under the positive half cycle (wave and current velocities are co-directional), but reduces the SCV in the negative half cycle. Using turbulence intensity as a proxy for sediment concentration, how ripple-averaged sand flux changes with the current condition was discussed. Under a weak current, the two SCVs are slightly changed, and the key flow feature is still the formation-ejection process of SCVs, so an against-current Q(net) is produced due to the phase-lag effect. Under a strong current, the SCV in the positive half cycle is significantly enlarged by the current, and it brings sand to high levels before its ejection, which makes the phase-lag effect less important than the current advection, so Q(net) becomes following-current.
引用
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页数:14
相关论文
共 40 条
[1]   The wave plus current flow over vortex ripples at an arbitrary angle [J].
Andersen, KH ;
Faraci, C .
COASTAL ENGINEERING, 2003, 47 (04) :431-441
[2]   MOTION OF WAVES IN SHALLOW WATER - INTERACTION BETWEEN WAVES AND SAND BOTTOMS [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1946, 187 (1008) :1-&
[3]   Geometry and migration characteristics of bedforms under waves and currents -: Part 2:: Ripples superimposed on sandwaves [J].
Catano-Lopera, Yovanni A. ;
Garcia, Marcelo H. .
COASTAL ENGINEERING, 2006, 53 (09) :781-792
[4]   A general two-phase turbulent flow model applied to the study of sediment transport in open channels [J].
Chen, Xin ;
Li, Yong ;
Niu, Xiaojing ;
Li, Ming ;
Chen, Daoyi ;
Yu, Xiping .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2011, 37 (09) :1099-1108
[5]  
Darwin G.M., 1884, Proceedings of the Royal Society London, V36, P18, DOI DOI 10.1098/RSPL.1883.0077
[6]   A NUMERICAL-MODEL OF THE COMBINED WAVE AND CURRENT BOTTOM BOUNDARY-LAYER [J].
DAVIES, AG ;
SOULSBY, RL ;
KING, HL .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1988, 93 (C1) :491-508
[7]  
Dingler J. R., 1976, P 15 INT C COAST ENG, P2109
[8]   Phase lags in oscillatory sheet flow: experiments and bed load modelling [J].
Dohmen-Janssen, CM ;
Kroekenstoel, DF ;
Hassan, WN ;
Ribberink, JS .
COASTAL ENGINEERING, 2002, 46 (01) :61-87
[9]   Wave-current interaction at an angle 1: experiment [J].
Fernando, Pradeep C. ;
Guo, Junke ;
Lin, Pengzhi .
JOURNAL OF HYDRAULIC RESEARCH, 2011, 49 (04) :424-436
[10]   Wave plus current over a ripple-covered bed [J].
Fredsoe, J ;
Andersen, KH ;
Sumer, BM .
COASTAL ENGINEERING, 1999, 38 (04) :177-221