Through a narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On one side of the plate is oil of viscosity  and on the other side oil of viscosity . Calculate the position of the plate so that (a) the shear force in the two sides of the plate is equal, and (b) the pull required to drag the plate is minimum.

. Through a narrow gap of height h, a thin plate of large extent is pulled at a velocity V. On one side of the plate is oil of viscosity μ_1 and on the other side oil of viscosity μ_2. Calculate the position of the plate so that (a) the shear force in the two sides of the plate is equal, and (b) the pull required to drag the plate is minimum.

Problem Statement

A thin plate is pulled at a velocity \( V \) through a narrow gap of height \( h \). The gap is filled with oil of viscosity \( \mu_1 \) on one side and \( \mu_2 \) on the other side. Derive expressions for:

  1. The position of the plate where the shear force on both sides is equal.
  2. The position of the plate where the pull required to drag it is minimum.

Solution

(a) Position where shear forces are equal:

Shear stress on the upper face:

\( \tau_1 = \mu_1 \frac{V}{h-y} \)

Shear stress on the lower face:

\( \tau_2 = \mu_2 \frac{V}{y} \)

Equating \( \tau_1 \) and \( \tau_2 \):

\( \mu_1 \frac{V}{h-y} = \mu_2 \frac{V}{y} \)

Simplify:

\( y = \frac{\mu_2 h}{\mu_1 + \mu_2} \)

(b) Position where the pull required is minimum:

Pull required per unit area:

\( F = \tau_1 + \tau_2 = \mu_1 \frac{V}{h-y} + \mu_2 \frac{V}{y} \)

To minimize \( F \), differentiate with respect to \( y \) and set \( \frac{dF}{dy} = 0 \):

\( \frac{dF}{dy} = \mu_1 \frac{V}{(h-y)^2} – \mu_2 \frac{V}{y^2} = 0 \)

Simplify:

\( \frac{\mu_1}{(h-y)^2} = \frac{\mu_2}{y^2} \)

Cross-multiply:

\( \mu_1 y^2 = \mu_2 (h^2 – 2hy + y^2) \)

Rearrange and solve for \( \frac{h}{y} \):

\( \frac{h}{y} = 1 + \sqrt{\frac{\mu_1}{\mu_2}} \)

Final position of the plate:

\( y = \frac{h}{1 + \sqrt{\frac{\mu_1}{\mu_2}}} \)

Explanation

The derivation follows these principles:

  1. Equal shear forces: At the position \( y \), the shear stresses \( \tau_1 \) and \( \tau_2 \) are balanced. The formula depends on the relative viscosities (\( \mu_1 \) and \( \mu_2 \)) and the height \( h \).
  2. Minimizing pull force: To minimize the required pull, the derivative of the total force is set to zero, leading to a quadratic equation in \( y \). The solution gives the optimal position of the plate.
  3. The derived formulas have practical applications in optimizing drag in systems with fluids of differing viscosities.

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