Nonlinear dynamics and breakup of free-surface flows
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Citations
Wetting and Spreading
Direct numerical simulation of free-surface and interfacial flow
Physics of liquid jets
Dynamics and stability of thin liquid films
An accurate adaptive solver for surface-tension-driven interfacial flows
References
CRC Handbook of Chemistry and Physics
Electrodynamics of continuous media
Volume of fluid (VOF) method for the dynamics of free boundaries
Electrospray ionization for mass spectrometry of large biomolecules
Related Papers (5)
Frequently Asked Questions (11)
Q2. What was Taylor’s idea to break up this complicated phenomenon into two simple ones?
It was G. I. Taylor’s idea to break up this extremely complicated phenomenon into a number of simpler ones, two of which he hoped would depend only on the local properties of the flow field, namely, the deformation and stretching of drops and the breakup of long filaments.
Q3. What is the strain rate at which drops can exist in equilibrium?
The strain rate at which drops can exist in equilibrium is limited rather by the pressure, which builds up at the end of the drop.
Q4. What is the understanding of the problem in the case of highly viscous jets?
The area best understood is the case of highly viscous jets, in which the pinching has not yet become sufficiently fast for inertial effects to become important.
Q5. Why did Brenner et al. (1997) apply the large Reynolds number Re510 000?
Since Eq. (48) is only valid for inviscid flow, the authors applied the extremely large Reynolds number Re510 000, so viscosity could be neglected.
Q6. What is the limit of small viscosities used to study?
The limit of small viscosities has also been used to study shock-wave solutions of inviscid equations, for example in the case of the equations of one-dimensional elasticity (Dafermos, 1987).
Q7. What is the time scale on which perturbations grow and eventually break the jet?
the time scale t0 on which perturbations grow and eventually break the jet is given by a balance of surface tension and inertia, and thust05S r3rg D 1/2 , (1)where r is the density and g the coefficient of surface tension of the fluid.
Q8. What is the major unsolved problem connected with the theory of stationary shapes?
The major unsolved problem connected with the theory of stationary shapes concerns the solution (177), valid for very elongated and almost inviscid bubbles.
Q9. How many orders of magnitude does the system need to be resolved to simulate the motion of a?
to simulate the motion of a drop of water falling from a 1 cm nozzle, one needs to resolve 8 orders of magnitude in the minimum height.
Q10. What is the scale of observation l obs relative to the size of the fluid?
The appearance of the motion depends only on the scale of observation l obs relative to the size of the internal length l n [see Eq. (2)] of the fluid.
Q11. What is the minimum number of molecules needed for hydrodynamics to apply?
While in the case of wall-bounded flows layers of 10 molecules are sufficient for a fully quantitative comparison between MD simulations and hydrodynamics (Koplik, Banavar, and Willemsen, 1989), the minimum number of molecules needed for hydrodynamics to apply is not clear for free surfaces.