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04-BS-7 · December 2013

Question 1 of 13: Capillary Rise Between Closely Packed Vertical Rods

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

Notes on this paper

04-BS-7 Mechanics of Fluids — National Examination, 2013-Dec. Three (3) hours duration, closed book. Section A (Calculative, 9 questions, do 7) and Section B (Analytical, 4 questions, do 3); every question is answered below regardless of the exam's "do N of M" instruction, so the set is a complete study resource.

Reference texts: Crowe, C.T., Elger, D.F. & Roberson, J.A., Engineering Fluid Mechanics; Douglas, J.F., Gasiorek, J.M., Swaffield, J.A. & Jack, L.B., Fluid Mechanics; White, F.M., Fluid Mechanics.

Check — assumptions used across this paper:
  • Air density is taken from the paper's own Constants table at the temperature each question states: 1.19 kg/m³ at 20°C (Q5's wind, Q7's inlet air).
  • Q1's touching-rod array is modelled as a repeating square unit cell of four mutually tangent rods (pitch = rod diameter, per the question's own "closely packed" wording), giving a curvilinear-square pore whose perimeter/area ratio drives the capillary rise.
  • Q8's Moody diagram and Q9's drag-coefficient diagram are supplied as attachments. Both are solved via the equations the charts themselves plot: the Colebrook–White equation for Q8 and the Morrison (2013) curve-fit for sphere drag vs. Reynolds number for Q9.

Question 1: Capillary Rise Between Closely Packed Vertical 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 = 0.001 m
Surface tension, σ0.073 N/m
Wetting angle, θ0° (cosθ=1)
Water density, ρ1000 kg/m³
dporetouching rods, pitch = dshaded pore = 1 unit cell
Square-packed rod array; the shaded curvilinear-square pore between four touching rods is the effective capillary passage.

Find. Height h above the free surface to which water rises in the pore between the rods.

Approach. Generalise the circular-tube capillary formula to an arbitrary cross-section, $h=(\sigma\cos\theta/\rho g)\times(\text{wetted perimeter}/\text{area})$, then evaluate that perimeter/area shape factor for the touching-rod unit cell.

  1. Unit-cell pore area. Four rods of diameter d touch at the corners of a d×d square cell; each rod contributes one quarter-circle of area $\pi(d/2)^2/1$ into the cell (four quarters = one full circle), so the open pore area is $$A = d^{2}-\pi\left(\frac{d}{2}\right)^{2} = d^{2}\left(1-\frac{\pi}{4}\right) = (0.001)^{2}(1-0.7854) = 2.146\times10^{-7}\ \text{m}^{2}$$
  2. Wetted perimeter. The pore is bounded by four quarter-circle arcs, one from each rod, whose arc lengths sum to exactly one full rod circumference: $$P = \pi d = \pi(0.001) = 3.1416\times10^{-3}\ \text{m}$$
  3. Shape factor and rise. Substituting into the generalised capillary-rise relation, $$h = \frac{\sigma\cos\theta}{\rho g}\cdot\frac{P}{A} = \frac{0.073\times1}{1000\times9.81}\times\frac{3.1416\times10^{-3}}{2.146\times10^{-7}} = \boxed{0.1089\ \text{m} = 108.9\ \text{mm}}$$
QuantityValue
Pore area2.146×10⁻⁷ m²
Wetted perimeter3.142×10⁻³ m
Capillary rise, h108.9 mm
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