Taylor scraping flow

In fluid dynamics, Taylor scraping flow is a type of two-dimensional corner flow occurring when one of the wall is sliding over the other with constant velocity, named after G. I. Taylor^[1][2][3].

Flow description

Consider a plane wall located at ${\displaystyle \theta =0}$  in the cylindrical coordinates ${\displaystyle (r,\theta )}$ , moving with a constant velocity ${\displaystyle U}$  towards the left. Consider an another plane wall(scraper) , at an inclined position, making an angle ${\displaystyle \alpha }$  from the positive ${\displaystyle x}$  direction and let the point of intersection be at ${\displaystyle r=0}$ . This description is equivalent to moving the scraper towards right with velocity ${\displaystyle U}$ . It should be noted that the problem is singular at ${\displaystyle r=0}$  because at the origin, the velocities are discontinuous, thus the velocity gradient is infinite there.

Taylor noticed that the inertial terms are negligible as long as the region of interest is within ${\displaystyle r\ll \nu /U}$ ( or, equivalently Reynolds number ${\displaystyle Re=Ur/\nu <<1}$ ), thus within the region the flow is essentially a Stokes flow. George Batchelor^[4] gives a typical value for lubricating oil with velocity ${\displaystyle U=10{\text{ cm}}/{\text{s}}}$  as ${\displaystyle r\ll 0.4{\text{ cm}}}$ . Then for two-dimensional planar problem, the equation is

${\displaystyle \nabla ^{4}\psi =0,\quad u_{r}={\frac {1}{r}}{\frac {\partial \psi }{\partial \theta }},\quad u_{r}=-{\frac {\partial \psi }{\partial r}}}$ 

where ${\displaystyle \mathbf {v} =(u_{r},u_{\theta })}$  is the velocity field and ${\displaystyle \psi }$  is the stream function. The boundary conditions are

${\displaystyle {\begin{aligned}r>0,\ \theta =0:&\quad u_{r}=-U,\ u_{\theta }=0\\r>0,\ \theta =\alpha :&\quad u_{r}=0,\ u_{\theta }=0\end{aligned}}}$ 

Solution^[5][6]

Attempting a separable solution of the form ${\displaystyle \psi =Urf(\theta )}$  reduces the problem to

${\displaystyle f^{iv}+2f''+f=0}$ 

with boundary conditions

${\displaystyle f(0)=0,\ f'(0)=-1,\ f(\alpha )=0,\ f'(\alpha )=0}$ 

The solution is

${\displaystyle f(\theta )={\frac {1}{\alpha ^{2}-\sin ^{2}\alpha }}[\theta \sin \alpha \sin(\alpha -\theta )-\alpha (\alpha -\theta )\sin \theta ]}$ 

Therefore the velocity field is

${\displaystyle {\begin{aligned}u_{r}&={\frac {U}{\alpha ^{2}-\sin ^{2}\alpha }}\{\sin \alpha [\sin(\alpha -\theta )-\theta \cos(\alpha -\theta )]+\alpha [\sin \theta -(\alpha -\theta )\cos \theta ]\}\\u_{\theta }&=-{\frac {U}{\alpha ^{2}-\sin ^{2}\alpha }}[\theta \sin \alpha \sin(\alpha -\theta )-\alpha (\alpha -\theta )\sin \theta ]\end{aligned}}}$ 

Pressure can be obtained through integration of the momentum equation

${\displaystyle \nabla p=\mu \nabla ^{2}\mathbf {v} ,\quad p(r,\infty )=p_{\infty }}$ 

which gives,

${\displaystyle p(r,\theta )-p_{\infty }={\frac {2\mu U}{r}}{\frac {\alpha \sin \theta +\sin \alpha \sin(\alpha -\theta )}{\alpha ^{2}-\sin ^{2}\alpha }}}$ 

Stresses on the scraper

 

Stresses on the scraper

The tangential stress and the normal stress on the scraper due to pressure and viscous forces are

${\displaystyle \sigma _{t}={\frac {2\mu U}{r}}{\frac {\sin \alpha -\alpha \cos \alpha }{\alpha ^{2}-\sin ^{2}\alpha }},\quad \sigma _{n}={\frac {2\mu U}{r}}{\frac {\alpha \sin \alpha }{\alpha ^{2}-\sin ^{2}\alpha }}}$ 

The same scraper stress if resolved according to Cartesian coordinates (parallel and perpendicular to the lower plate i.e. ${\displaystyle \sigma _{x}=\sigma _{t}\sin \alpha +\sigma _{n}\cos \alpha ,\ \sigma _{y}=-\sigma _{t}\cos \alpha +\sigma _{n}\sin \alpha }$ ) are

${\displaystyle \sigma _{x}={\frac {2\mu U}{r}}{\frac {\alpha -\sin \alpha \cos \alpha }{\alpha ^{2}-\sin ^{2}\alpha }},\quad \sigma _{y}={\frac {2\mu U}{r}}{\frac {\sin ^{2}\alpha }{\alpha ^{2}-\sin ^{2}\alpha }}}$ 

As noted earlier, all the stresses become infinite at ${\displaystyle r=0}$ , because the velocity gradient is infinite there. In real life, there will be a huge pressure at the point, which depends on the geometry of the contact. The stresses are shown in the figure as given in the Taylor's original paper.

The stress in the direction parallel to the lower wall decreases as ${\displaystyle \alpha }$  increases, and reaches it's minimum value ${\displaystyle \sigma _{x}={\frac {2\mu U}{r}}}$  at ${\displaystyle \alpha =\pi }$ . Taylor says The most interesting and perhaps unexpected feature of the calculations is that ${\displaystyle \sigma _{y}}$  does not change sign in the range ${\displaystyle 0<\alpha <\pi }$ . In the range ${\displaystyle {\frac {\pi }{2}}<\alpha <\pi }$  the contribution to ${\displaystyle \sigma _{y}}$  due to normal stress is of opposite sign to that due to tangential stress, but the latter is the greater. The palette knives used by artists for removing paint from their palettes are very flexible scrapers. They can therefore only be used at such an angle that ${\displaystyle \sigma _{n}}$  is small and as will be seen in the figure this occurs only when ${\displaystyle \alpha }$  is nearly ${\displaystyle 180^{\circ }}$ . In fact artists instinctively hold their palette knives in this position. Further he adds A plasterer on the other hand holds a smoothing tool so that ${\displaystyle \alpha }$  is small. In that way he can get the large values of ${\displaystyle \sigma _{y}/\sigma _{x}}$  which are needed in forcing plaster from protuberances to hollows.

References

1. Taylor, G. I. "Similarity solutions of hydrodynamic problems." Aeronautics and Astronautics 4 (1960): 214.
2. Taylor, G. I. "On scraping viscous fluid from a plane surface." Miszellangen der Angewandten Mechanik (Festschrift Walter Tollmien) (1962): 313–315.
3. Taylor, G. I. "Scientific Papers (edited by GK Bachelor)." (1958): 467.
4. Batchelor, George Keith. An introduction to fluid dynamics. Cambridge university press, 2000.
5. Acheson, David J. Elementary fluid dynamics. Oxford University Press, 1990.
6. Pozrikidis, Costas, and Joel H. Ferziger. "Introduction to theoretical and computational fluid dynamics." (1997): 72–74.