Physics:Hele-Shaw flow

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Hele-Shaw flow is defined as Stokes flow between two parallel flat plates separated by an infinitesimally small gap, named after Henry Selby Hele-Shaw, who studied the problem in 1898.[1][2] Various problems in fluid mechanics can be approximated to Hele-Shaw flows and thus the research of these flows is of importance. Approximation to Hele-Shaw flow is specifically important to micro-flows. This is due to manufacturing techniques, which creates shallow planar configurations, and the typically low Reynolds numbers of micro-flows. The governing equation of Hele-Shaw flows is identical to that of the inviscid potential flow and to the flow of fluid through a porous medium (Darcy's law). It thus permits visualization of this kind of flow in two dimensions.[3][4][5]

Mathematical formulation of Hele-Shaw flows

A schematic description of a Hele-Shaw configuration.

Let x, y be the directions parallel to the flat plates, and z the perpendicular direction, with H being the gap between the plates (at z=0,H). When the gap between plates is asymptotically small

H0,

the velocity profile in the z direction is parabolic (i.e. is a quadratic function of the coordinate in this direction). The equation relating the pressure gradient to the horizontal velocity 𝐮=(u,v) is,

u=12μpxz(Hz)
v=12μpyz(Hz)

p(x,y,t) is the local pressure, μ is the fluid viscosity. While the velocity magnitude u2+v2 varies in the z direction, the velocity-vector direction tan1(v/u) is independent of z direction, that is to say, streamline patterns at each level are similar. Eliminating pressure in the above equation, one obtains[6]

ωz=vxuy=0

where ωz is the vorticity in the z direction. The streamline patterns thus correspond to potential flow (irrotational flow). Unlike potential flow, here the circulation Γ around any closed contour C, whether it encloses a solid object or not, is zero,

Γ=Cudx+vdy=12μz(Hz)Cpxdx+pydy=0

where the last integral is set to zero because p is a single-valued function and the integration is done over a closed contour.

The vertical velocity is w=0 as can shown from the continuity equation. Integrating over z the continuity we obtain the governing equation of Hele-Shaw flows, the Laplace Equation:

2px2+2py2=0.

This equation is supplemented by the no-penetration boundary conditions on the side walls of the geometry,

pn^=0,

where n^ is a unit vector perpendicular to the side wall.

Hele-Shaw cell

The term Hele-Shaw cell is commonly used for cases in which a fluid is injected into the shallow geometry from above or below the geometry, and when the fluid is bounded by another liquid or gas.[7] For such flows the boundary conditions are defined by pressures and surface tensions.

See also

A mechanical transmission clutch invented by Prof. Hele-Shaw, using the principles of a Hele-Shaw flow

References

  1. Shaw, Henry S. H. (1898). Investigation of the nature of surface resistance of water and of stream-line motion under certain experimental conditions. Inst. N.A.. OCLC 17929897. [page needed]
  2. Hele-Shaw, H. S. (1 May 1898). "The Flow of Water". Nature 58 (1489): 34–36. doi:10.1038/058034a0. Bibcode1898Natur..58...34H. 
  3. Hermann Schlichting,Boundary Layer Theory, 7th ed. New York: McGraw-Hill, 1979.[page needed]
  4. L. M. Milne-Thomson (1996). Theoretical Hydrodynamics. Dover Publications, Inc.
  5. Horace Lamb, Hydrodynamics (1934).[page needed]
  6. Acheson, D. J. (1991). Elementary fluid dynamics.
  7. Saffman, P. G. (21 April 2006). "Viscous fingering in Hele-Shaw cells". Journal of Fluid Mechanics 173: 73–94. doi:10.1017/s0022112086001088. https://authors.library.caltech.edu/10133/1/SAFjfm86.pdf.