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Worked Examples · Example 9.10

Q.The lower end of a capillary tube of diameter 2.00 mm2.00\ \text{mm} is dipped 8.00 cm8.00\ \text{cm} below the surface of water in a beaker. What is the pressure required in the tube in order to blow a hemispherical bubble at its end in water? The surface tension of water at temperature of the experiments is 7.30×10−2 N m−17.30 \times 10^{-2}\ \text{N m}^{-1}. 11 atmospheric pressure =1.01×105 Pa= 1.01 \times 10^{5}\ \text{Pa}, density of water =1000 kg/m3= 1000\ \text{kg/m}^{3}, g=9.80 m s−2g = 9.80\ \text{m s}^{-2}. Also calculate the excess pressure.

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The problem combines hydrostatic pressure and surface tension effects. The pressure needed inside the tube must overcome both the hydrostatic pressure at depth and the excess pressure due to the curved bubble surface. The required pressure is 1.02×105 Pa1.02 \times 10^{5}\ \text{Pa}, and the excess pressure is 146 Pa146\ \text{Pa}.

Concept and Intuition

When you blow a bubble at the end of a capillary tube submerged in water, you're fighting two things. First, the water itself pushes inward because of its weight — that's hydrostatic pressure, which increases with depth. Second, the bubble's curved surface creates an additional inward squeeze called excess pressure (or Laplace pressure). For a hemispherical bubble, the excess pressure is given by Pexcess=2TrP_{\text{excess}} = \frac{2T}{r}, where TT is surface tension and rr is the bubble's radius.

The pressure you need to supply inside the tube must equal the sum of these two: the hydrostatic pressure at the depth of the bubble, plus the excess pressure from curvature. The atmospheric pressure is already acting on the water surface, so we need to account for that too.

Watch out

A common mistake is to forget that the bubble is hemispherical, not spherical. For a spherical bubble in a liquid, excess pressure is 2Tr\frac{2T}{r}, but for a hemispherical bubble at the end of a tube, the same formula applies because the bubble is still a curved surface with two radii of curvature equal to rr.

Step-by-step Solution

1. Identify the given data

  • Tube diameter = 2.00 mm2.00\ \text{mm}, so radius r=1.00 mm=1.00×10−3 mr = 1.00\ \text{mm} = 1.00 \times 10^{-3}\ \text{m}
  • Depth of tube end below water surface: h=8.00 cm=0.0800 mh = 8.00\ \text{cm} = 0.0800\ \text{m}
  • Surface tension: T=7.30×10−2 N/mT = 7.30 \times 10^{-2}\ \text{N/m}
  • Atmospheric pressure: Patm=1.01×105 PaP_{\text{atm}} = 1.01 \times 10^{5}\ \text{Pa}
  • Density of water: ρ=1000 kg/m3\rho = 1000\ \text{kg/m}^3
  • g=9.80 m/s2g = 9.80\ \text{m/s}^2

2. Calculate the hydrostatic pressure at depth

The pressure due to the water column at depth hh is:

Phydro=ρgh=1000×9.80×0.0800=784 PaP_{\text{hydro}} = \rho g h = 1000 \times 9.80 \times 0.0800 = 784\ \text{Pa}

This is the additional pressure from the water's weight, over and above atmospheric pressure.

3. Calculate the excess pressure due to surface tension

For a hemispherical bubble of radius rr in a liquid, the excess pressure inside the bubble relative to the surrounding liquid is:

Pexcess=2TrP_{\text{excess}} = \frac{2T}{r}

Substitute the values:

Pexcess=2×7.30×10−21.00×10−3=146 PaP_{\text{excess}} = \frac{2 \times 7.30 \times 10^{-2}}{1.00 \times 10^{-3}} = 146\ \text{Pa}

Tip

Notice that PexcessP_{\text{excess}} depends only on surface tension and bubble radius — not on depth. This is a key insight: the curvature effect is local. …

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