To solve this problem, we need to determine the difference in water levels in the two limbs of a U-shaped tube with different diameters due to the surface tension of water. The given parameters are surface tension \( T = 7.3 \times 10^{-2} \, \text{Nm}^{-1} \), angle of contact \( \theta = 0 \) degrees, gravitational acceleration \( g = 10 \, \text{ms}^{-2} \), and density of water \( \rho = 1.0 \times 10^3 \, \text{kg/m}^{3} \).
The height difference due to capillarity in a tube is given by the formula:
\(h = \frac{2T \cos \theta}{\rho g r}\)
where \( r \) is the radius of the bore of the tube.
- First, calculate the radius of each tube. The diameters given are 5.0 mm and 8.0 mm. Thus:
- Radius of the first bore \( r_1 = \frac{5.0 \, \text{mm}}{2} = 2.5 \, \text{mm} = 2.5 \times 10^{-3} \, \text{m} \).
- Radius of the second bore \( r_2 = \frac{8.0 \, \text{mm}}{2} = 4.0 \, \text{mm} = 4.0 \times 10^{-3} \, \text{m} \).
- Calculate the capillary rise in each limb using the formula:
- \(h_1 = \frac{2 \times 7.3 \times 10^{-2} \times \cos 0}{1.0 \times 10^3 \times 10 \times 2.5 \times 10^{-3}} = \frac{14.6 \times 10^{-2}}{1.0 \times 25 \times 10^{-3}} = \frac{14.6}{25} = 0.584 \, \text{m} = 584 \, \text{mm}\)
- \(h_2 = \frac{2 \times 7.3 \times 10^{-2} \times \cos 0}{1.0 \times 10^3 \times 10 \times 4.0 \times 10^{-3}} = \frac{14.6 \times 10^{-2}}{1.0 \times 40 \times 10^{-3}} = \frac{14.6}{40} = 0.365 \, \text{m} = 365 \, \text{mm}\)
- Determine the difference in water levels:
- \(\Delta h = h_1 - h_2 = 584 \, \text{mm} - 365 \, \text{mm} = 219 \, \text{mm} = 2.19 \, \text{mm}\)
Therefore, the difference in the level of two limbs of the tube is 2.19 mm. This is why the correct answer is 2.19 mm.