2016
DOI: 10.1016/j.expthermflusci.2016.04.013
|View full text |Cite
|
Sign up to set email alerts
|

The lateral migration of relative large bubble in simple shear flow in water

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
3
0

Year Published

2019
2019
2021
2021

Publication Types

Select...
7

Relationship

0
7

Authors

Journals

citations
Cited by 11 publications
(3 citation statements)
references
References 38 publications
0
3
0
Order By: Relevance
“…The ratios of the zigzag-path amplitude to the bubble equivalent diameter in air–water systems from experiments ,,,, are collected in Figure . An exponential function defined as A / d eq = 5.692 exp­(−0.8485 d eq ) + 0.2722 with a standard deviation of 0.109 was adopted to fit the evolution of the amplitude with the increasing bubble size, which gives an amplitude of 0.46 d eq for the bubble with d eq = 4 mm, as shown in Figure .…”
Section: Mathematical Modelsmentioning
confidence: 99%
See 1 more Smart Citation
“…The ratios of the zigzag-path amplitude to the bubble equivalent diameter in air–water systems from experiments ,,,, are collected in Figure . An exponential function defined as A / d eq = 5.692 exp­(−0.8485 d eq ) + 0.2722 with a standard deviation of 0.109 was adopted to fit the evolution of the amplitude with the increasing bubble size, which gives an amplitude of 0.46 d eq for the bubble with d eq = 4 mm, as shown in Figure .…”
Section: Mathematical Modelsmentioning
confidence: 99%
“…Ratio of the path amplitude to the bubble equivalent diameter collected from the experimental data. Li et al, 2016a and 2016b represent refs and , respectively.…”
Section: Mathematical Modelsmentioning
confidence: 99%
“…Knowledge on the lift force acting on a bubble moving in liquid is of great importance to predict distributions of the gas volume fraction (void fraction) in bubbly flows. There have therefore been many studies on the lift force by means of theoretical analyses, experiments and numerical simulations (Adoua et al, 2009;Aoyama et al, 2017;Auton, 1987;Auton et al, 1988;Bothe et al, 2006;Dijkhuizen et al, 2010;Ervin and Tryggvason, 1997;Hessenkemper et al, 2020;Lee and Lee, 2020;Legendre andMagnaudet, 1997, 1998;Li et al, 2016;Tomiyama, 1998;Tomiyama et al, 2002b;Žun, 1980;Ziegenhein et al, 2018). The lift coefficient, C L , of a deformed bubble in a linear shear flow is known to be either positive or negative, and the critical bubble diameter, d C , for the change in the sign, i.e.…”
Section: Introductionmentioning
confidence: 99%