The Saffman–Taylor instability, also known as viscous fingering, is the formation of patterns in a morphologically unstable
interface between two fluids in a porous medium, described mathematically by
Philip Saffman and
G. I. Taylor in a paper of 1958.
This situation is most often encountered during
drainage
Drainage is the natural or artificial removal of a surface's water and sub-surface water from an area with excess of water. The internal drainage of most agricultural soils is good enough to prevent severe waterlogging (anaerobic conditio ...
processes through media such as soils. It occurs when a less viscous fluid is injected, displacing a more viscous fluid; in the inverse situation, with the more viscous displacing the other, the interface is stable and no instability is seen. Essentially the same effect occurs driven by gravity (without injection) if the interface is horizontal and separates two fluids of different densities, the heavier one being above the other: this is known as the
Rayleigh-Taylor instability. In the rectangular configuration the system evolves until a single finger (the Saffman–Taylor finger) forms, whilst in the radial configuration the pattern grows forming fingers by successive tip-splitting.
Most experimental research on viscous fingering has been performed on
Hele-Shaw cells, which consist of two closely spaced, parallel sheets of glass containing a viscous fluid. The two most common set-ups are the channel configuration, in which the less viscous fluid is injected at one end of the channel, and the radial configuration, in which the less viscous fluid is injected at the centre of the cell. Instabilities analogous to viscous fingering can also be self-generated in biological systems.
Derivation for a planar interface
The simplest case of the instability arises at a planar interface within a porous medium or Hele-Shaw cell, and was treated by Saffman and Taylor
but also earlier by other authors. A fluid of viscosity
is driven in the
-direction into another fluid of viscosity
at some velocity
. Denoting the permeability of the porous medium as a constant, isotropic,
,
Darcy's law
Darcy's law is an equation that describes the flow of a fluid through a porous medium. The law was formulated by Henry Darcy based on results of experiments on the flow of water through beds of sand, forming the basis of hydrogeology, a branch of ...
gives the unperturbed pressure fields in the two fluids
to be
where
is the pressure at the planar interface, working in a frame where this interface is instantaneously given by
. Perturbing this interface to
(decomposing into
normal mode
A normal mode of a dynamical system is a pattern of motion in which all parts of the system move sinusoidally with the same frequency and with a fixed phase relation. The free motion described by the normal modes takes place at fixed frequencies. ...
s in the
plane, and taking
), the pressure fields become
As a consequence of the incompressibility of the flow and Darcy's law, the pressure fields must be
harmonic
A harmonic is a wave with a frequency that is a positive integer multiple of the '' fundamental frequency'', the frequency of the original periodic signal, such as a sinusoidal wave. The original signal is also called the ''1st harmonic'', ...
, which, coupled with the requirement that the perturbation decay as
, fixes
and
, with the constants
to be determined by continuity of pressure. Upon
linearization
In mathematics, linearization is finding the linear approximation to a function at a given point. The linear approximation of a function is the first order Taylor expansion around the point of interest. In the study of dynamical systems, linea ...
, the kinematic boundary condition at the interface (that fluid velocity in the
direction must match the velocity of the fluid interface), coupled with Darcy's law, gives
and thus that
and
. Matching the pressure fields at the interface gives
and so
, leading to growth of the perturbation when
- i.e. when the injected fluid is less viscous than the ambient fluid. There are problems with this basic case: namely that the most unstable mode has infinite wavenumber
and grows at an infinitely fast rate, which can be rectified by the introduction of
surface tension (which provides a jump condition in pressures across the fluid interface through the
Young–Laplace equation), which has the effect of modifying the growth rate to
with surface tension
and
the
mean curvature In mathematics, the mean curvature H of a surface S is an ''extrinsic'' measure of curvature that comes from differential geometry and that locally describes the curvature of an embedded surface in some ambient space such as Euclidean space.
T ...
. This suppresses small-wavelength (high-wavenumber) disturbances, and we would expect to see instabilities with wavenumber
close to the value of
which results in the maximal value of
; in this case with surface tension, there is a unique maximal value.
In radial geometry
The Saffman–Taylor instability is usually seen in an axisymmetric context as opposed to the simple planar case derived above.
The mechanisms for the instability remain the same in this case, and the selection of the most unstable wavenumber in this case corresponds to a given number of fingers (an integer).
See also
*
Kelvin–Helmholtz instability
The Kelvin–Helmholtz instability (after Lord Kelvin and Hermann von Helmholtz) is a fluid instability that occurs when there is velocity shear in a single continuous fluid or a velocity difference across the interface between two fluids. ...
*
Darcy's law
Darcy's law is an equation that describes the flow of a fluid through a porous medium. The law was formulated by Henry Darcy based on results of experiments on the flow of water through beds of sand, forming the basis of hydrogeology, a branch of ...
References
{{DEFAULTSORT:Saffman-Taylor instability
Fluid dynamics