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04-BS-7 · December 2016

Question 11 of 13: Stability of a Floating Square Bar — Horizontal vs Vertical

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

Notes on this paper

04-BS-7 Mechanics of Fluids — December 2016 (National Examinations, three hours, closed book). Section A (Calculative) offers 9 questions and instructs "do seven"; Section B (Graphical and 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, patm = 100 kPa, ρwater = 1000 kg/m³, 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, μair = 1.8×10⁻⁵ N·s/m², Rair = 287 J/kg·K.

Reference texts: F. M. White, Fluid Mechanics, 8th ed. (McGraw-Hill) — fluid statics and buoyancy/stability (Ch. 2), Bernoulli and control-volume momentum (Ch. 3), potential (inviscid) flow past a cylinder (Ch. 8), pipe friction and the Moody/Colebrook relation (Ch. 6), open-channel flow (Ch. 10), drag on immersed bodies and Stokes' law (Ch. 7); B. R. Munson et al., Fundamentals of Fluid Mechanics — actuator-disk propeller theory and variable-area tank draining.

Question 11: Stability of a Floating Square Bar — Horizontal vs Vertical (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.

waterlineBGHorizontalBGVertical
Fig. Q11 — centre of buoyancy B and centre of gravity G in the horizontal orientation (both terms comparable, O(side length a)) versus the vertical orientation (BG grows with the full bar length L, BM shrinks — grossly unstable).

Stability of a floating body is governed by the metacentric height GM = BM − BG, where BM = Iwaterplane/Vsubmerged is the "restoring" term (bigger waterplane moment of inertia relative to submerged volume resists tipping) and BG is the fixed vertical offset between the centre of gravity and the centre of buoyancy (a destabilizing term whenever G sits above B, as it does here for a homogeneous half-submerged solid). Both orientations are analysed with the same formula, differing only in which cross-sectional dimension acts as the "beam" for the tipping mode being checked.

  1. Horizontal orientation (long axis horizontal, square cross-section a×a, draft a/2). Rolling about the longitudinal axis, the waterplane is a long rectangle of beam a: $$BM_h = \frac{a^2}{12(a/2)} = \frac{a}{6}, \qquad BG_h = \frac{a}{2}-\frac{a}{4} = \frac{a}{4}$$ $$GM_h = \frac{a}{6}-\frac{a}{4} = \boxed{-\frac{a}{12}}$$ (a small deficit, of order the cross-section size a).
  2. Vertical orientation (long axis vertical, length L, draft L/2). Tipping about a horizontal axis through the (now square, a×a) waterplane: $$BM_v = \frac{a^2}{12(L/2)} = \frac{a^2}{6L}, \qquad BG_v = \frac{L}{2}-\frac{L}{4} = \frac{L}{4}$$ $$GM_v = \frac{a^2}{6L}-\frac{L}{4}$$ For a "long" bar (L≫a), BMv→0 while BGv grows with L, so GMv is deeply negative — e.g. at L=10a, $GM_v = \boxed{-2.48\,a}$, roughly 30× more negative than GMh.
  3. Conclusion. Both calculated GM values are technically negative for a mathematically perfect square/half-submerged case, but the horizontal deficit is of order the small cross-section dimension a, while the vertical deficit grows without bound as L increases. In practice, and for the two orientations offered, horizontal is overwhelmingly the stable (or least-unstable) orientation: a small disturbance from horizontal is resisted by a restoring term of the same order as the destabilizing one, whereas a bar standing on end is essentially unrestrained and will immediately capsize toward horizontal.
QuantityResult
GM (horizontal)−a/12 (small)
GM (vertical, L=10a)−2.48a (large, grows with L)
Stable orientationHorizontal