TY - JOUR
T1 - Penetrative convection in slender containers
AU - Pol, Suhas U.
AU - Fernando, Harindra J.S.
N1 - Funding Information:
This research was performed while S. Pol and H.J.S. Fernando were at (former) Department of Mechanical and Aerospace Engineering, Arizona State University, Tempe, AZ, 85287, USA. They wish to thank the members of the Center for Environmental Fluid Dynamics for their help in numerous ways. This work was supported by the Sandia National Laboratories, which is operated by Lockheed Martin Corporation for the United States Department of Energy’s National Nuclear Security Administration under contract DE-AC04-94AL85000. The advice and guidance of Dr. Stephen Webb of Sandia National Laboratories is greatly appreciated.
Publisher Copyright:
© 2017, Springer Science+Business Media Dordrecht.
PY - 2017/8/1
Y1 - 2017/8/1
N2 - An experimental study was conducted to investigate the penetration of a convective mixed layer into an overlying stably (solutally) stratified layer contained in a narrow, tall vessel when the fluid is subjected to a destabilizing heat flux from below. The interest was the evolution of the bottom mixed-layer height (h) with time (t) in the presence of side-wall effects, but without the formation of conventional double-diffusive layers. The side-wall effects are expected at small mixed-layer aspect ratios, Γh= (W/ h) , where W is the container width. This case has not been studied hitherto, although there are important environmental and industrial applications. The mixed-layer growth laws for low aspect ratio convection were formulated by assuming a balance between the vertical kinetic energy flux at the interface and the rate of change of potential energy of the fluid system due to turbulent entrainment. The effects of sidewalls were considered using similarity arguments, by taking characteristic rms velocities to be a function of Γh, in addition to buoyancy flux (q0) and h. In all stages of evolution, the similarity variables ξ= h/ W and t′= Nt/ A, where A= N3W2/ 4 q0 and N is the buoyancy frequency, scaled the mixed-layer evolution data remarkably well. Significant wall effects were noted when Γh< 1 , and for this case the interfacial vertical turbulent velocity and length scales were identified via scaling arguments and experimental data.
AB - An experimental study was conducted to investigate the penetration of a convective mixed layer into an overlying stably (solutally) stratified layer contained in a narrow, tall vessel when the fluid is subjected to a destabilizing heat flux from below. The interest was the evolution of the bottom mixed-layer height (h) with time (t) in the presence of side-wall effects, but without the formation of conventional double-diffusive layers. The side-wall effects are expected at small mixed-layer aspect ratios, Γh= (W/ h) , where W is the container width. This case has not been studied hitherto, although there are important environmental and industrial applications. The mixed-layer growth laws for low aspect ratio convection were formulated by assuming a balance between the vertical kinetic energy flux at the interface and the rate of change of potential energy of the fluid system due to turbulent entrainment. The effects of sidewalls were considered using similarity arguments, by taking characteristic rms velocities to be a function of Γh, in addition to buoyancy flux (q0) and h. In all stages of evolution, the similarity variables ξ= h/ W and t′= Nt/ A, where A= N3W2/ 4 q0 and N is the buoyancy frequency, scaled the mixed-layer evolution data remarkably well. Significant wall effects were noted when Γh< 1 , and for this case the interfacial vertical turbulent velocity and length scales were identified via scaling arguments and experimental data.
KW - Mixed layer growth
KW - Penetrative convection
KW - Wall effects
UR - http://www.scopus.com/inward/record.url?scp=85015218662&partnerID=8YFLogxK
U2 - 10.1007/s10652-017-9522-3
DO - 10.1007/s10652-017-9522-3
M3 - Article
AN - SCOPUS:85015218662
SN - 1567-7419
VL - 17
SP - 799
EP - 814
JO - Environmental Fluid Mechanics
JF - Environmental Fluid Mechanics
IS - 4
ER -