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Sandbox Physics

M092 · Fluid mechanics

Buoyancy & Metacentric Stability

Move a ballast mass through a sealed box or flared prism. Compare exact displaced geometry, finite-heel restoring curves and initial stability; infer the initial metacentric height from acquired small-heel moments.

Interactive modelBuoyancy & Metacentric Stability
Total massReady\text{Ready}
Displaced volumeReady\text{Ready}
WeightReady\text{Ready}
Buoyant forceReady\text{Ready}
Signed righting armReady\text{Ready}
Signed restoring momentReady\text{Ready}
Initial metacentric heightReady\text{Ready}
Mass centre transverse positionReady\text{Ready}
Mass-to-displacement capacity ratioReady\text{Ready}
Initial height from raw momentsReady\text{Ready}
Small-heel fit residualReady\text{Ready}
Recorded stationsReady\text{Ready}
Force or volume closure residualReady\text{Ready}
Model stateReady\text{Ready}

Physics tutorial

Displacement, ballast and initial stability

BackgroundA water experiment is meaningful when geometry, forces or conserved quantities and acquired data agree.

Why it mattersConnect a physical apparatus to a quantitative task, then test its domain and limitations.

Start with the essentials

Focus question
Does floating mean stable?
One-sentence intuition
Compare the full physical model, its approximation and the separately acquired record.

Core mathematical model

Vertical force balance

ρg∇=mg\rho g\nabla=mg

A floating equilibrium requires enough displaced volume. A sealed overloaded hull cannot satisfy this balance.

Displaced centre

∇=LAsrB=1As∫Asr dA\begin{aligned}\nabla&=LA_s\\\boldsymbol r_B&=\frac{1}{A_s}\int_{A_s}\boldsymbol r\,dA\end{aligned}

Clip the rotated cross-section at the waterline; integrate its area and centroid.

Finite-heel restoring moment

GZ=xB−xGMR=mg GZ\begin{aligned}GZ&=x_B-x_G\\M_R&=mg\,GZ\end{aligned}

For a floating hull, positive moment opposes clockwise heel. Negative arm assists it.

Initial metacentric height

BM=Iwp∇GM=KB+BM−KG\begin{aligned}BM&=\frac{I_{\mathrm{wp}}}{\nabla}\\GM&=KB+BM-KG\end{aligned}

The waterplane second moment is about its centroid. This local height does not replace a finite-heel curve.

Initial slope and raw inference

Mimg≃c+aθi+bθi2+dθi3GM^=a\begin{aligned}\frac{M_i}{mg}&\simeq c+a\theta_i+b\theta_i^2+d\theta_i^3\\\widehat{GM}&=a\end{aligned}

Angles are radians. Fit a free offset and cubic over four degrees, using raw moments and independently known mass.

Common difficulties

Reference and acquisition

Typical misconceptionA displayed reference is an observed measurement.

Better mental modelRecord sensor channels explicitly. Changing the configuration clears observations; no statistical certification follows from deterministic perturbations.

Run the experiment

  1. 01

    Move weight down

    Compare Low ballast with High ballast, unstable.

    What to observe: Both can float; their local restoring slopes differ in sign.
  2. 02

    Look beyond the initial slope

    Drag the gold heel selector through large angles.

    What to observe: The geometry curve and local sine approximation diverge.
  3. 03

    Move the ballast sideways

    Select Off-centre ballast and inspect zero heel.

    What to observe: Positive initial stability can coexist with a nonzero upright moment.
  4. 04

    Measure before inferring

    Acquire the small-heel sweep, add perturbations and export CSV.

    What to observe: The slope estimate uses raw moments; clearing them removes the estimate.