
In a terminal velocity experiment using spherical balls falling through a viscous liquid, the net force on the ball determines its motion. Terminal velocity ($v$) is reached when the gravitational force ($F_g$) is balanced by the sum of the buoyant force ($F_b$) and the viscous drag force ($F_d$).
At terminal velocity, $F_g = F_b + F_d$. Substituting the expressions:
$ \frac{4}{3}\pi r^3 \sigma g = \frac{4}{3}\pi r^3 \rho g + 6\pi \eta r v $
Rearranging to solve for $v$:
$ 6\pi \eta r v = \frac{4}{3}\pi r^3 g (\sigma - \rho) $
$ v = \frac{2r^2 g}{9\eta} (\sigma - \rho) $
To analyze the variation with the ratio $\sigma/\rho$, we can rewrite the equation:
$ v = \left( \frac{2r^2 g}{9\eta} \rho \right) \left( \frac{\sigma}{\rho} - 1 \right) $
Let $ K = \frac{2r^2 g}{9\eta} \rho $. This constant $K$ depends on the liquid's properties and the ball's size. The relationship simplifies to:
$ v = K \left( \frac{\sigma}{\rho} - 1 \right) $
This equation represents a linear relationship between terminal velocity ($v$) and the density ratio ($\sigma/\rho$).
The equation $v = K(\frac{\sigma}{\rho} - 1)$ implies:
Option D correctly depicts this linear relationship, showing $v = 0$ at $\sigma/\rho = 1$, positive $v$ for $\sigma/\rho > 1$, and negative $v$ for $\sigma/\rho < 1$, all with a constant positive slope.
Match List I with List II :
| List I | List II |
| A. Young's Modulus | I. $\frac{\Delta d}{\Delta L} ( \frac{L}{d})$ |
| B. Compressibility | II. $\frac{FL}{A(\Delta L)}$ |
| C. Bulk Modulus | III. $-\frac{1}{\Delta P} (\frac{\Delta V}{V})$ |
| D. Poisson's Ratio | IV. $-P(\frac{V}{\Delta V})$ |
Choose the correct answer from the options given below :
Water flows in a streamline motion through a horizontal pipe of circular cross-section as shown in the figure. The pressure difference of water between P and Q is $15\text{ Nm}^{-2}$. The area of cross-section at P and Q are $40\text{ cm}^2$ and $20\text{ cm}^2$, respectively. The rate of flow of water through the pipe, in $\text{cm}^3\text{s}^{-1}$, is :
[Take density of water $= 1000\text{ kg m}^{-3}$]
The strain-stress plot for materials $A, B, C$ and $D$ is shown in the figure. Which material has the largest Young's modulus ? 