Wave-current interaction at an angle 2: theory

被引:2
|
作者
Fernando, Pradeep C. [3 ]
Lin, Pengzhi [1 ]
Guo, Junke [2 ]
机构
[1] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
[2] Univ Nebraska Lincoln, Dept Civil Engn, Omaha, NE 68182 USA
[3] Natl Univ Singapore, Dept Civil Engn, Singapore 117576, Singapore
基金
美国国家科学基金会;
关键词
Bed roughness; bed shear stress; theoretical model; velocity distribution; wave-current interaction; BOTTOM BOUNDARY-LAYER; CALIFORNIA CONTINENTAL-SHELF; BED SHEAR-STRESS; TURBULENT CURRENT; CURRENT MOTION; FINE SANDS; SMOOTH BED; FLOW; PREDICTIONS; ROUGHNESS;
D O I
10.1080/00221686.2011.574388
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A theoretical model is presented to describe the current velocity within and outside a wave-current boundary layer and to quantify the associated bed shear stresses for wave-current interaction at an arbitrary angle. The model assumes that the wave-induced bed shear stress in the combined flow varies sinusoidally with time while the current-induced bed shear stress follows an eddy viscosity concept. The computational procedure is given for both depth-averaged and reference-point current-based computations. Unlike other analytical models proposing different coefficients for different problems, the present model uses the same set of equations and coefficients to describe wave-current flows at any angle under any flow regime. This model agrees better with both field measurements and laboratory data than existing theoretical models. The model indicates that the wave-current interaction angle is not significant for wave-current flow properties.
引用
收藏
页码:437 / 449
页数:13
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