2021
DOI: 10.3390/met11030430
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Effects of Salt Tracer Volume and Concentration on Residence Time Distribution Curves for Characterization of Liquid Steel Behavior in Metallurgical Tundish

Abstract: The residence time distribution (RTD) curve is widely applied to describe the fluid flow in a tundish, different tracer mass concentrations and different tracer volumes give different residence time distribution curves for the same flow field. Thus, it is necessary to have a deep insight into the effects of the mass concentration and the volume of tracer solution on the residence time distribution curve. In order to describe the interaction between the tracer and the fluid, solute buoyancy is considered in the… Show more

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Cited by 9 publications
(9 citation statements)
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“…In order to investigate the effect of the tracer on the fluid flow in the tundish, Ding et al [ 19,20 ] developed two dimensionless numbers, δ (velocity difference number) and Tr (tracer dimensionless number), to reveal the effect of the solute buoyancy on the flow behavior. As the tracer moves toward the outlet, the greater the tracer concentration is, the stronger the effect of the tracer on flow behavior is. δ = ( u u I ) 2 + ( v v I ) 2 + ( w w I ) 2 u normalI 2 + v normalI 2 + w normalI 2 where u , v , and w are the velocity at x , y , and z direction in the case of actual tracer ( m normals 1 ); u normalI , v normalI , and w normalI are the velocity at x , y , and z direction in the case of ideal tracer ( m normals 1 ). T r = β g l Δ C U 2 = G r ( R e ) 2 where β is the solute expansion coefficient of the tracer (−); g is the gravitational acceleration ( m normals 2 ); l is the height of liquid level (m); C is the tracer mass concentration (−); and U is the velocity of fluid ( m normals 1 ).…”
Section: Water Modelmentioning
confidence: 99%
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“…In order to investigate the effect of the tracer on the fluid flow in the tundish, Ding et al [ 19,20 ] developed two dimensionless numbers, δ (velocity difference number) and Tr (tracer dimensionless number), to reveal the effect of the solute buoyancy on the flow behavior. As the tracer moves toward the outlet, the greater the tracer concentration is, the stronger the effect of the tracer on flow behavior is. δ = ( u u I ) 2 + ( v v I ) 2 + ( w w I ) 2 u normalI 2 + v normalI 2 + w normalI 2 where u , v , and w are the velocity at x , y , and z direction in the case of actual tracer ( m normals 1 ); u normalI , v normalI , and w normalI are the velocity at x , y , and z direction in the case of ideal tracer ( m normals 1 ). T r = β g l Δ C U 2 = G r ( R e ) 2 where β is the solute expansion coefficient of the tracer (−); g is the gravitational acceleration ( m normals 2 ); l is the height of liquid level (m); C is the tracer mass concentration (−); and U is the velocity of fluid ( m normals 1 ).…”
Section: Water Modelmentioning
confidence: 99%
“…But in the current case, the double peaks of the RTD curves come from the stratified flow in Figure 6 , which is caused by the density difference between the water and the tracer. [ 19 ] Therefore, the short‐circuit flow may be not the only reason for the double peaks of the RTD curve in the water model.…”
Section: Mathematical Modelmentioning
confidence: 99%
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