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04-BS-7 · December 2013

Question 11 of 13: Stable Floating Orientation of a Square Timber

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 11: Stable Floating Orientation of a Square Timber (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.

BGA: flat side upGM < 0BGB: edge upGM > 0SG = 0.50: flat (A) vs. edge-up (B)
Orientation A (flat side up) vs. B (edge up, diamond); G = centre of gravity, B = centre of buoyancy, waterline shown for SG = 0.50.

With specific gravity SG = 0.50, exactly half the bar's cross-sectional area is submerged in either orientation, since a freely floating body always displaces its own weight. Writing the side length as s, the centre of gravity G sits at the geometric centre of the square in both orientations — but where the centre of buoyancy B sits, and how the submerged cross-section's shape changes as the bar tips, differ completely between the two.

Orientation A (flat side up). The submerged region is a rectangle of draught $0.50s$, so its centroid — the centre of buoyancy — sits at depth $B_A = 0.25s$ below the waterline. Because the waterplane at this orientation is only as wide as the square itself (width s), the metacentric radius $BM=I/V=(s^3/12)/(0.5s^2)=s/6$ is small, while $G$ sits a full $BG=0.25s$ above $B$: the restoring arm $GM=BM-BG=s/6-s/4=-0.083s$ is negative — orientation A is unstable.

Orientation B (edge up, diamond). At SG = 0.50 the waterline sits exactly at the diamond's widest point (the horizontal diagonal, width $s\sqrt2$), and the submerged shape is the lower triangular half of the diamond. A triangle's centroid sits one-third of its own height up from its base (here, the apex-down triangle's base is at the waterline), so the centre of buoyancy is at depth $B_B=\tfrac13\!\left(\tfrac{s\sqrt2}{2}\right)=0.236s$ below the waterline — shallower than orientation A's $0.25s$. But the waterplane here is far wider ($s\sqrt2\approx1.41s$ vs. just $s$), so the metacentric radius is much larger: $BM=I/V=\big((s\sqrt2)^3/12\big)/(0.5s^2)=0.471s$, comfortably exceeding $BG=0.236s$, giving $GM=+0.236s$ — positive and stable.

Conclusion: orientation B (edge up) is the stable one at SG = 0.50; orientation A (flat side up) is unstable and would roll toward B if disturbed.

QuantityValue
Depth of B, orientation A (flat)0.250 s
Depth of B, orientation B (edge up)0.236 s
Metacentric height GM, orientation A−0.083 s (unstable)
Metacentric height GM, orientation B+0.236 s (stable)