Effects of submergence ratio on flow around a circular pier in combined wave-current flows using particle image velocimetry

被引:2
作者
Aravind, Jagilinki [1 ]
Eldho, T. I. [1 ]
Mazumder, B. S. [1 ]
机构
[1] Indian Inst Technol IIT Bombay, Dept Civil Engn, Mumbai 400076, Maharashtra, India
关键词
LOCAL SCOUR; TURBULENCE; OBSTACLES; CYLINDER; SINGLE;
D O I
10.1063/5.0216274
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The present study illustrates an experimental investigation of flow hydrodynamics in the vicinity of a submerged circular pier across various submergence levels under only current and wave-current combined flow conditions. The instantaneous velocity data are collected using particle image velocimetry for three distinct frequencies of waves to determine the influence of wave superimposition on the current-induced turbulence parameters. The distribution of phase averaged turbulence quantities, such as mean velocities, Reynolds shear stress, turbulent kinetic energy, flow patterns, and vorticity analysis by Q-criterion, are presented. The results provide insight into the impacts of wave frequency and submergence ratio on the formation of horseshoe vortices, trailing vortex, and reverse flow zones. From the results it is observed that a decrease in the submergence level of the structure causes the formation of strong horseshoe vortices and reverse flow zones in the absence of waves. Also, an increase in wave frequency intensifies the turbulence kinetic energy at the upstream of the pier and eddy generation behind the pier. The present findings highlight the effects of pier submergence and wave characteristics, such as frequency, wave height, and wave period, on flow patterns and turbulent flow characteristics and aid in the design of marine structures. Furthermore, experimental data serve as a valuable resource for validating theoretical or mathematical models related to combined wave-current environments.
引用
收藏
页数:13
相关论文
共 48 条
[1]  
Adrian Ronald J., 2011, Particle image velocimetry, V30
[2]   Turbulence between two inline hemispherical obstacles under wave-current interactions [J].
Barman, K. ;
Debnath, K. ;
Mazumder, B. S. .
ADVANCES IN WATER RESOURCES, 2016, 88 :32-52
[3]   Flow Field around a Vertical Cylinder in Presence of Long Waves: An Experimental Study [J].
Basile, Rosangela ;
De Serio, Francesca .
WATER, 2022, 14 (12)
[4]   Turbulent bursting events within equilibrium scour holes around aligned submerged cylinder [J].
Bauri, Krishna Pada ;
Sarkar, Arindam .
JOURNAL OF TURBULENCE, 2020, 21 (02) :53-83
[5]   Comparison of vortex identification criteria for planar velocity fields in wall turbulence [J].
Chen, Qigang ;
Zhong, Qiang ;
Qi, Meilan ;
Wang, Xingkui .
PHYSICS OF FLUIDS, 2015, 27 (08)
[6]   Scour at submerged cylindrical obstacles under steady flow [J].
Dey, Subhasish ;
Raikar, Rajkumar V. ;
Roy, Abhishek .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2008, 134 (01) :105-109
[7]   Turbulent flow characteristics responsible for current-induced scour around a complex pier [J].
Gautam, Priyanka ;
Eldho, T., I ;
Mazumder, B. S. ;
Behera, M. R. .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2022, 49 (04) :597-606
[8]  
Goda Y., 1985, RANDOM SEAS DESIGN M
[9]  
KEMP PH, 1982, J FLUID MECH, V116, P227, DOI 10.1017/S0022112082000445
[10]   Three-dimensional analysis of coherent turbulent flow structure around a single circular bridge pier [J].
Keshavarzi, Alireza ;
Melville, Bruce ;
Ball, James .
ENVIRONMENTAL FLUID MECHANICS, 2014, 14 (04) :821-847