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04-BS-7 · May 2014

Question 1 of 13: Capillary Rise in a Flattened Tube

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

Notes on this paper

04-BS-7 Mechanics of Fluids — National Examinations, May 2014. Three (3) hours, closed book. Section A: Calculative (9 questions, do 7); Section B: Analytical/Graphical (4 questions, do 3). Ten questions constitute a complete paper (50 marks). Every printed question is solved below, including the two "extra" questions in each Section beyond the minimum required.

Reference texts: White, Fluid Mechanics, 8th ed. (fluid statics & capillarity Ch.2; Bernoulli/energy equation Ch.3; pipe friction & the Moody chart Ch.6; drag on immersed bodies Ch.7; buoyancy Ch.2; momentum & jet propulsion Ch.3).

Question 1 — Capillary Rise in a Flattened Tube (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
Flat side length2 mm
Gap between flats (= semicircle diameter)1 mm
Total cross-section width3 mm
Surface tension, σ0.0728 N/m
Contact angle, θ0°

Find. The capillary rise h of water in the tube.

flat length = 2 mm gap = 1 mm total width = 3 mm (r = 0.5 mm each end)
Fig. Q1 — flattened-tube cross-section: a 2×1 mm rectangle capped by two semicircles of radius 0.5 mm (a "stadium" section). Water rises inside it by capillarity.

Approach. For a non-circular tube the reference-equation form of capillary rise, h = (σcosθ/ρg)×(perimeter/area), replaces the usual 4σ/(ρgD) for a round capillary.

  1. Cross-section perimeter and area. The section is a 2×1 mm rectangle capped by two semicircles of radius 0.5 mm (their combined diameter of 1 mm matches the 1 mm gap, and their combined arc is one full circle): $$P = 2(2\text{{ mm}}) + \pi(1\text{{ mm}}) = 4 + 3.1416 = 7.1416\text{{ mm}}$$ $$A = (2\text{{ mm}})(1\text{{ mm}}) + \pi(0.5\text{{ mm}})^2 = 2 + 0.7854 = 2.7854\text{{ mm}}^2$$
  2. Apply the capillary-rise reference equation. $$h = \frac{{\sigma\cos\theta}}{{\rho g}}\cdot\frac{{P}}{{A}} = \frac{{0.0728\times\cos 0^\circ}}{{1000\times 9.81}}\times\frac{{7.1416\times10^{{-3}}\text{{ m}}}}{{2.7854\times10^{{-6}}\text{{ m}}^2}}$$ $$h = (7.421\times10^{{-6}}\text{{ m}}^2)(2564\text{{ m}}^{{-1}}) = \boxed{{0.01903\text{{ m}} = 19.0\text{{ mm}}}}$$
QuantityResult
Perimeter / area ratio2564 m⁻¹
Capillary rise, h19.0 mm
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