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04-BS-7 · May 2016

Question 10 of 13: Change in Compressive Force on Aqueduct Pillars as a Barge Passes

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

Notes on this paper

04-BS-7 Mechanics of Fluids — May 2016 (National Examinations, three hours, closed book). Section A (Calculative) offers 9 questions and instructs "do seven"; Section B (Analytical/Graphical) 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, patm = 100 kPa (an atmospheric head of 10 m of water is specified separately for Question 1), ρwater = 1000 kg/m³, SGglycerine = 1.26, SGmercury = 13.56, ρconcrete = 2400 kg/m³, ρair = 1.19 kg/m³ (20°C) / 1.21 kg/m³ (15°C), μwater = 1.0×10⁻³ N·s/m², Rair = 287 J/kg·K.

Reference texts: F. M. White, Fluid Mechanics, 8th ed. (McGraw-Hill) — fluid statics and manometry (Ch. 2), hydrostatic forces and the middle-third rule (Ch. 2), dimensional analysis and drag (Ch. 5, 7), pipe friction and the Moody/Colebrook relation (Ch. 6), control-volume momentum (Ch. 3); B. R. Munson et al., Fundamentals of Fluid Mechanics — jets, orifices, and streamline patterns (Ch. 5, 8); J. D. Anderson, Fundamentals of Aerodynamics — wave/compressibility drag divergence (Ch. 5) for the Boeing 747 wind-tunnel chart used in Question 9.

Question 10: Change in Compressive Force on Aqueduct Pillars as a Barge Passes (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
Barge length × beam15 m × 3 m
Barge draught1.2 m
Canal width × depth5 m × 2 m

Find. The change in compressive force transmitted to the aqueduct pillars while the barge is overhead.

Approach. Apply Archimedes' principle: a freely floating body displaces a volume of water whose weight exactly equals its own weight, so the barge does not add net weight to the water-filled trough it floats in — compute the barge's weight (via its displaced volume) only to show what it would have been if this were NOT true, then explain why the compressive force is unchanged.

  1. Weight the barge appears to add (displaced volume). $$\forall_{disp} = L\,B\,T = 15(3)(1.2) = 54\ \text{m}^3, \qquad W_{barge}=\rho_w g\,\forall_{disp} = 1000(9.81)(54) = \boxed{529.7\ \text{kN}}$$
  2. Apply Archimedes' principle. Because the barge floats freely (does not touch the canal bed or walls), the upward buoyant force on it — supplied entirely by the surrounding water — equals its own weight. This means the barge locally displaces (removes) exactly 54 m³ of canal water while adding exactly the SAME weight (529.7 kN) back as its own hull and cargo; the total weight of (water + barge) sitting in the aqueduct trough is unchanged.
  3. Conclusion. $$\Delta F_{pillars} = \boxed{0\ \text{(no change)}}$$ The aqueduct's compressive load depends only on the total weight of everything the trough carries, and a freely floating object never changes that total — it simply trades its own weight for an equal weight of displaced water.
QuantityResult
Barge weight (= weight of water displaced)529.7 kN
Change in compressive force on pillars0 kN — no change