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04-BS-7 · December 2015

Question 1 of 13: Capillary Rise Between Touching Glass Rods

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

04-BS-7 Mechanics of Fluids — December 2015 (National Examinations, three hours, closed book). Section A (Calculative) offers 9 questions and instructs "do seven"; Section B (Analytical) offers 4 questions and instructs "do three." Every question is answered below (13 of 13), so students can use the full paper as a study resource. Constants used throughout (from the paper's own Constants page): g = 9.81 m/s², ρwater = 1000 kg/m³, ρair = 1.19 kg/m³ (20°C) / 1.21 kg/m³ (15°C), μair = 1.8×10⁻⁵ N·s/m², Rair = 287 J/kg·K, Rhelium = 2077 J/kg·K, patm = 100 kPa.

Reference texts: F. M. White, Fluid Mechanics, 8th ed. (McGraw-Hill) — fluid statics and manometry (Ch. 2), control-volume momentum/energy and propulsion (Ch. 3), potential/inviscid flow around cylinders (Ch. 8), viscosity and Newtonian shear (Ch. 1), pipe friction and the Moody chart (Ch. 6), and drag on immersed bodies (Ch. 7).

Question 1: Capillary Rise Between Touching Glass Rods (5 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given.

QuantityValue
Rod diameter d1 mm (rods touching each other)
Surface tension σ0.073 N/m
Wetting angle θ0° (cosθ = 1)
Water density ρ1000 kg/m³

Find. The capillary rise h above the free surface.

d = 1 mmshaded pore = one capillary cell (4 touching rods)
Fig. Q1 — rods touch their neighbours (closely packed square array); the shaded curved-square "pore" between any four adjacent rods is the meniscus cell that draws water up.

Approach. Use the general capillary-rise relation given on the paper's Reference Equations page, h = (σcosθ/ρg)×(perimeter/area), applied to the wetted perimeter and open area of ONE interstitial pore between four touching rods (this reduces to the familiar 2σcosθ/ρgr for a circular tube, so it is the correct generalization here).

  1. Identify the pore geometry. Four touching rods of radius r = 0.5 mm have centres on a square of side 2r (since adjacent rods touch). The square cell minus the four quarter-circles of rod material (which together make one full circle of radius r) is the open pore water can climb through: $$A_{pore} = (2r)^2 - \pi r^2 = r^2(4-\pi)$$
  2. Wetted perimeter of the pore. The meniscus contacts glass along the four quarter-arcs bounding the pore, which together total one full circumference: $$P_{pore} = 4\left(\frac{2\pi r}{4}\right) = 2\pi r$$
  3. Substitute r = 0.0005 m: $$A_{pore} = (0.0005)^2(4-\pi) = 2.146\times10^{-7}\ \text{m}^2, \qquad P_{pore} = 2\pi(0.0005) = 3.1416\times10^{-3}\ \text{m}$$
  4. Apply the capillary-rise formula. $$h = \frac{\sigma\cos\theta}{\rho g}\left(\frac{P_{pore}}{A_{pore}}\right) = \frac{0.073(1)}{1000(9.81)}\left(\frac{3.1416\times10^{-3}}{2.146\times10^{-7}}\right)$$ $$h = (7.441\times10^{-6})(14\,640) = \boxed{0.1089\ \text{m} = 108.9\ \text{mm}}$$
QuantityResult
Capillary rise h108.9 mm (0.109 m) above the free surface
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