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Concepts Of Physics MCQ Edition [Volume 1]
Exam
Concepts Of Physics MCQ Edition [Volume 1]
Subject
Physics
Chapter
Some Mechanical Properties of Matter

Concepts Of Physics MCQ Edition [Volume 1] · Physics · Some Mechanical Properties of Matter

The capillaries displayed in the figure possess inner radii of 0.5...

The capillaries displayed in the figure possess inner radii of 0.5 mm0.5 \text{ mm}, 1.0 mm1.0 \text{ mm} and 1.5 mm1.5 \text{ mm} respectively. The liquid contained within the beaker is water. Determine the heights of the water level in the capillaries. The surface tension of water is 7.5×10−2 N/m7.5 \times 10^{-2} \text{ N/m}.
The capillaries displayed in the figure possess inner radii of 0.5 mm , 1.0 mm and 1.5 mm respectively. The liquid

Options

  1. A3 cm3 \text{ cm} in AA, 1.5 cm1.5 \text{ cm} in BB, 1 cm1 \text{ cm} in CC
  2. B1.5 cm1.5 \text{ cm} in AA, 0.75 cm0.75 \text{ cm} in BB, 0.5 cm0.5 \text{ cm} in CC
  3. C1 cm1 \text{ cm} in AA, 1.5 cm1.5 \text{ cm} in BB, 3 cm3 \text{ cm} in CC
  4. D6 cm6 \text{ cm} in AA, 3 cm3 \text{ cm} in BB, 2 cm2 \text{ cm} in CC

Correct answer

A. 3 cm3 \text{ cm} in AA, 1.5 cm1.5 \text{ cm} in BB, 1 cm1 \text{ cm} in CC

Step-by-step solution

The height of liquid in a capillary tube is given by Jurin's law:

h=2Tcos⁡θρgrh = \dfrac{2T \cos \theta}{\rho g r}

For water and glass, the angle of contact θ≈0∘\theta \approx 0^{\circ}, so cos⁡θ=1\cos \theta = 1.
Density of water, ρ=1000 kg/m3\rho = 1000 \text{ kg/m}^3.
Acceleration due to gravity, g=10 m/s2g = 10 \text{ m/s}^2.
Surface tension, T=7.5×10−2 N/mT = 7.5 \times 10^{-2} \text{ N/m}.

For capillary A, rA=0.5 mm=0.5×10−3 mr_A = 0.5 \text{ mm} = 0.5 \times 10^{-3} \text{ m}:
hA=2×7.5×10−2×11000×10×0.5×10−3=15×10−25=3×10−2 m=3 cmh_A = \dfrac{2 \times 7.5 \times 10^{-2} \times 1}{1000 \times 10 \times 0.5 \times 10^{-3}} = \dfrac{15 \times 10^{-2}}{5} = 3 \times 10^{-2} \text{ m} = 3 \text{ cm}

For capillary B, rB=1.0 mm=1.0×10−3 mr_B = 1.0 \text{ mm} = 1.0 \times 10^{-3} \text{ m}:
hB=2×7.5×10−2×11000×10×1.0×10−3=15×10−210=1.5×10−2 m=1.5 cmh_B = \dfrac{2 \times 7.5 \times 10^{-2} \times 1}{1000 \times 10 \times 1.0 \times 10^{-3}} = \dfrac{15 \times 10^{-2}}{10} = 1.5 \times 10^{-2} \text{ m} = 1.5 \text{ cm}

For capillary C, rC=1.5 mm=1.5×10−3 mr_C = 1.5 \text{ mm} = 1.5 \times 10^{-3} \text{ m}:
hC=2×7.5×10−2×11000×10×1.5×10−3=15×10−215=1×10−2 m=1 cmh_C = \dfrac{2 \times 7.5 \times 10^{-2} \times 1}{1000 \times 10 \times 1.5 \times 10^{-3}} = \dfrac{15 \times 10^{-2}}{15} = 1 \times 10^{-2} \text{ m} = 1 \text{ cm}
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