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04-BS-7 · May 2017

Question 11 of 13: Floating Square Bar — Stable Orientation

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

Notes on this paper

04-BS-7 Mechanics of Fluids — National Examination, 2017-May. Three (3) hours duration, closed book. Section A (Calculative, 9 questions, do 7) and Section B (Graphical & 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: White, F.M., Fluid Mechanics (8th ed.) — fluid statics and capillarity (Ch. 2), integral analysis and buoyancy (Ch. 3), viscous flow in ducts, pipe friction and the Moody chart (Ch. 6), flow past immersed bodies and drag (Ch. 7), open-channel flow and the hydraulic jump (Ch. 10).

Check — assumptions used across this paper:
  • Q2's figure shows the vertical leaf of the gate rising above the free surface, so water acts over the full depth x = 2.0 m; both "0.3 m" dimensions locate the centre of gravity (0.3 m right of the vertical leaf, 0.3 m above the arm). Reservoir water also fills the space beneath the 1.2 m arm (the vertical lines below O are dimension extension lines, not a wall), so the arm carries uplift at pressure ρgx, and the arm tip bears up against a lip on the spillway crest — the gate can only open by rotating clockwise, vertical leaf toward the spillway.
  • Q4's flow coefficient K ≈ 0.69 is read from the attached VDI chart on the Do/D1 = 0.50 curve (third from the top, the one that levels off at 0.62) at the approach Reynolds number R ≈ 2550. The printed curve gives 0.695 at R = 2000 and 0.684 at R = 3000; a reading of 0.68–0.70 moves the answer by only ±0.3 kPa.
  • Q7 and Q8 friction factors are obtained from the Colebrook–White/Haaland equation the Moody chart itself plots (smooth-wall case, as both problems specify or imply smooth surfaces).
  • Q9's sphere drag coefficient vs. Reynolds number is obtained from the Schiller–Naumann correlation $C_D=\tfrac{24}{Re}\left(1+0.15\,Re^{0.687}\right)$, which reproduces the published sphere-drag curve (the same curve reprinted in the attachment) to within a few percent for $Re<1000$ — used here because the resulting Reynolds number (≈19–20) is well above the range where the simple Stokes'-law formula ($C_D=24/Re$) alone is valid.

Question 11: Floating Square Bar — Stable Orientation (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. Long prismatic bar, square cross-section, side $w$; $SG=0.5$ (so exactly half the cross-sectional area is submerged in either orientation, by Archimedes' principle); orientation A: flat side up/down (upright square); orientation B: rotated 45°, corner up/down (diamond).

G B A: flat side up GM = −0.083w (unstable) G B B: corner up GM = +0.236w (stable)
Both orientations submerge exactly half the cross-sectional area (SG=0.5); orientation B has a much wider waterline, giving it a larger metacentric radius.

Find. (i) The stable orientation. (ii) Depth of centre of buoyancy below the waterline, in terms of $w$, for each orientation. (iii) Explanation linking buoyancy-centre depth to stability.

Approach. For a long prismatic bar, roll stability is governed by the 2-D metacentric height $GM=BM-BG$, with $BM=I_{wl}/A_{sub}$ (waterline second moment per unit length over submerged area per unit length) computed for each orientation, then compared to decide which is positive (stable).

  1. Orientation A (flat side up). Submerged depth $=0.5w$ (SG=0.5, uniform section), so $A_{sub}=0.5w^2$; waterline width $b_{wl}=w$ (full side, since the waterline cuts the vertical sides). Centre of buoyancy depth below the waterline: $\tfrac12(0.5w)=\boxed{0.25w}$. The centre of gravity G is at mid-height, which is exactly on the waterline, so G lies $0.25w$ above B and $BG=0.25w$. $$BM_A=\frac{I_{wl}}{A_{sub}}=\frac{w^3/12}{0.5w^2}=0.1667w \quad\Rightarrow\quad GM_A=BM_A-BG_A=0.1667w-0.25w=\boxed{-0.083w}$$
  2. Orientation B (corner/diamond up). The waterline passes exactly through the geometric centre (by symmetry, since $SG=0.5$ submerges exactly half the diamond's area, which is exactly the bottom triangular half). Waterline width $b_{wl}=w\sqrt2$ (the full horizontal diagonal); submerged area $A_{sub}=0.5w^2$ (same as A). The submerged part is a triangle of height $w/\sqrt2=0.707w$ with its apex at the bottom, and its centroid lies one third of that height below the waterline: $$\text{depth of B below waterline}=\frac13\cdot\frac{w}{\sqrt2}=\boxed{\frac{w}{3\sqrt2}=0.236w}$$ (equivalently, apex-to-centroid $=\tfrac23(w/\sqrt2)=0.471w$, so the depth below the waterline is $0.707w-0.471w=0.236w$).
  3. Metacentric height for B. $BM_B=I_{wl}/A_{sub}=(w\sqrt2)^3/12\big/0.5w^2=0.471w$; since G sits exactly at the waterline for this symmetric case, $BG_B=0.707w-0.471w=0.236w$: $$GM_B=BM_B-BG_B=0.471w-0.236w=\boxed{+0.236w}$$
  4. Compare. $GM_A=-0.083w<0$ (unstable — any small tilt grows) while $GM_B=+0.236w>0$ (stable — any small tilt is restored). $\boxed{\text{Orientation B (corner/edge up) is the stable float.}}$
OrientationDepth of B below waterlineMetacentric height GMStable?
A (flat side up)0.25 w−0.083 wNo
B (corner up)0.236 w+0.236 wYes

How the depth of the centre of buoyancy decides the orientation. Because $SG=0.5$, every line through the centroid cuts the square into two equal halves. So the waterline passes through G at every angle of roll, and the bar neither rises nor sinks as it turns. The only thing that changes with orientation is where the displaced water came from. That half-section of water, with its centroid at the depth of B, has effectively been lifted to the free surface, so the potential energy of the system is $PE(\theta)=mg\,d_B(\theta)+\text{constant}$. The bar settles where $d_B$ is smallest, i.e. with the centre of buoyancy as high as possible. Flat side up, $d_B=0.25w$ is the largest value over all roll angles, an energy maximum, so any small roll releases energy and the bar rolls over: unstable. Edge up, $d_B=w/(3\sqrt2)=0.236w$ is the smallest value, an energy minimum: stable. This matches the metacentric result, $GM_A<0$ and $GM_B>0$. The shallower centre of buoyancy (orientation B) marks the stable float. The difference in depth is small (0.25w versus 0.236w), but its sign is what matters, and the metacentric heights show how decisive it is.