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Submitted on 1 Jan 1989
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Surface deflection in Rayleigh-Benard convection
Javier Jiménez-Fernandez, Javier Garcia-Sanz
To cite this version:
Javier Jiménez-Fernandez, Javier Garcia-Sanz. Surface deflection in Rayleigh-Benard convection.
Journal de Physique, 1989, 50 (5), pp.521-527. �10.1051/jphys:01989005005052100�. �jpa-00210934�
Short Communication
Surface deflection in Rayleigh-Benard convection
Javier Jiménez-Fernandez(1) and Javier Garcia-Sanz(2)
(1)Dpto. de Física E.T.S. Arquitectura Av. Juan de Herrera s/n, 28040 Madrid, Spain
(2)Dpto. de Física Fundamental, Universidad Nacional de Educación a Distancia, Apdo.
60141, 28080 Madrid, Spain
(Reçu le 19 juillet 1988, révisé le 22 décembre 1988, accepté le 4 janvier 1989)
Résumé.2014 Nous avons analysé la déformation d’une surface supérieure libre dans une
couche fluide chauffée uniformément par dessous. Nous avons obtenu une expression ana- lytique pour l’amplitude de la déformation en fonction des paramètres caractéristiques
du fluide et de l’épaisseur de la couche, lorsque le mouvement convectif est provoqué
par la force d’Archimède, c’est-à-dire, dans le cas des couches profondes.
Abstract.2014 The problem of the deformation of a free upper surface in a convective layer subjected to an adverse temperature gradient is analyzed. An analytical expression for
the amplitude of the surface deflection in terms of the fluid layer parameters has been obtained when buoyancy force is the responsible mechanism for instability (thick layers).
Classification
Physics Abstracts 47-25Q
1. Introduction.
Convective motions in a fluid layer open to the atmosphere produce a deforma-
tion of the upper free surface. In the past interest has been focused in the study of
the influence of surface deformation on the critical conditions of instability in both : buoyancy and thermocapillary convection [1-4]. More recently, some experimental re-
sults on the pattern selection for different geometries and the stability of rolls versus hexagons have been published [5-7]. In addition to stability considerations an impor-
tant question arises in convective surface problems : the shape and the amplitude
of the surface deflection. In fact, the shape of the deformed surface provides an ob-
servational criterion to indentify the physical mechanism responsible for convective motion : density or surface tension gradients. Experimental results [8] confirm this fact and provide also the dependence of the surface profile on the layer depth and the
distance to the convective threshold for thin layers. Some numerical results have been
Article published online by EDP Sciences and available at http://dx.doi.org/10.1051/jphys:01989005005052100
522
obtained [9] from a linear analysis in order to find the regions where the relief is con- cave or convex and the influence of the fluid parameters on the deflection. However,
the results are only qualitative because the amplitude can not be determined from a
linear analysis.
In this note, the problem is revisited following closely the method developed by Joseph [10] for this and other free surface problems [11-12]. An analytical expression
for the amplitude of the surface deflection in terms of the fluid layer parameters has been obtained. We consider the convective motion in a cell bounded by symmetry surfaces and boundary conditions which leads to simple boundary-value problems.
More complex boundary conditions including the dependence of surface tension on the temperature (thermocapillary convection) will be consider in a forthcoming paper.
2. Analysis and results.
Consider an infinite horizontal layer heated from below and a cartesian coordinate system (x,y,z) with its z-axis pointing upwards. The upper free surface is defined by
a function : z = h(x, y ; ,) where e is a perturbation parameter : the Nusselt number
discrepancy : e2= Nu - 1. The bottom surface at z = 0 is horizontal and is held at a
fixed temperature To + AT. We assume that the horizontal boundaries are surfaces of symmetry between adjacent convective cells (rolls or hexagons) insulating for heat and
mass transfer. Thus, the fluid layer is confined in domains of horizontal cross-section E so that the mean height of a cell is given by :
In the rest state E = 0, h = h ; and the solution of the Boussinesq equations for the temperature is :
where To is the temperature at z = h. Following reference [12] we shall as-
sume that this condition for the temperature holds at any point of the de- formed surface and introduce the invertible mapping between the perturbed do- mains Ve; = ((x, y, z) , (x, y) E E, 0 z h) and the domain of the rest state :
which is analytic in the parameter E and maps boundary points in boundary points.
We introduce the functions :
where 8(x, y,z ; e), H(x, y,z ; -) and b(x, y ; e) are the perturbations from the rest state
solution of the temperature, pressure and deflection respectively, p is the reference
density, aT the volumetric expansion coefficients the conductivity, and g the ac-
celeration due to gravity, and take as normalizing condition the value of the Nusselt
number at z = 0 :
_...::.
where the overbar denote horinzontal averaging. Then, if the perturbation quantities 0,H, 6, the velocity u and the function A are expanded as power series in the small parameter E the mapping (3) leads at successive orders to boundary value problems
for the partial derivatives of the perturbations with respect to e in the undeformed domain Vo. Then, the solution into V£ may be obtained by inversion of the mapping.
(For detailes, see Ref. [12]).
At first order the boundary value problem is :
in Vo, with the boundary conditions :
where nr is the outward normal to the side boundary E, V2=ex :x ax + ey â y ay is the
porjected gradient is the viscosity, a the surface tension coefficient and li§1 the
stress tensor components. At the bottom surface at z = 0 : w(l) = 4>(1) = 0. In
addition we have for a rigid surface : u = v = 0 and for a free surface : S(1) = g (1) = 0.
Except for the normal stress condition (8b), the above boundary value problem
is the standard Rayleigh-Benard problem [13]. Note that the condition assumed for the temperature at the free surface provides a considerable simplification. In virtue of
JOURNAL DE PHYSIQUE T. 50, N- 5, MARS 1989 28
524
condition (9) a solution may be obtained on the basis of a separation of the variables.
Therefore we write :
where f(X, Y) is a "plan form" defined as a solution of :
and a is a real number. System (5-7) with (8a) and one of the two possible boundary
conditions at Z = 0 lead to the well known Rayleigh-Benard problem for W(Z). The eigenfunction fV(Z) belongs to a given eigenvalue is determined to whithin a constant
A, the amplitude of the z-component of the velocity. Then, the normal stress condition
(8b) gives the following expression for b(l) (X, Y)
where D = d/dz and Wo is the eigenfunction for A = 1. The amplitude A is obtained
from the normalizing condition (4) which at lower order is :
the horinzontal averaging of the heat equation at second order gives :
(note that w(l) = 0 Vl) and after some calculations the above expression may be reduced to :
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