Classify hydrostatic vs flow in 15 seconds; one free-body or streamline equation plus a consistency check finishes most stems under 90 seconds.
Portion Fluids & WavesFocus High-yield numericals once pressure, buoyancy and Bernoulli stay in separate lanesTarget 60–90sPortion share 2.1%Trend Stable
Advanced mixes Pascal/manometer arithmetic with buoyancy paradoxes and Bernoulli applications. Never paste Bernoulli onto a viscous Stokes problem, and never treat gauge and absolute pressure as interchangeable. Fluid template: statics or flow? If flow—ideal or viscous? Ideal ⇒ continuity + Bernoulli on one streamline with assumptions; viscous ⇒ force balance, not Bernoulli.
How Advanced asks this
Manometer / hydraulic-press / force on a gate with Pascal and ρgh
Venturi, Torricelli, siphon or tank-hole speed from Bernoulli + continuity
Horizontal/vertical U-tube oscillation or pressure difference from height of liquid columns
Sphere falling in viscous liquid: terminal velocity, viscosity from timing, Stokes vs buoyancy
Multi-correct statements mixing streamline assumptions with viscosity or turbulence cues
Traps that leak marks
Using Bernoulli on a Stokes/viscous terminal-velocity stem
Confusing gauge and absolute pressure in manometers
Taking buoyancy with body density instead of fluid density
Applying A₁v₁=A₂v₂ to compressible or unsteady jets without care
Forgetting buoyancy when writing terminal-velocity force balance
Bernoulli on a Stokes/viscous terminal-velocity stem
Buoyancy with body density instead of fluid density
Confusing gauge and absolute pressure in manometers
01. Hydrostatics is force balance on a fluid element or immersed body: ΔP=ρgh along a vertical, and Pascal transmits pressure change undiminished in a confined incompressible liquid.
02. Buoyancy equals the weight of displaced fluid (Archimedes). Apparent weight and floating equilibrium are static free-body statements, not flow formulas.
03. For steady ideal flow along a streamline, continuity (A₁v₁=A₂v₂ for incompressible) and Bernoulli (P+½ρv²+ρgh=const) are energy/mass bookkeeping—not universal laws for every pipe.
04. Stokes drag F=6πηrv on a small sphere plus weight and buoyancy give terminal velocity; that regime is viscous and low-Re, so Poiseuille pipe flow is outside this syllabus lane.
05. Statics: pressure increases downward as ρgh; manometers compare column heights. Buoyancy is weight of displaced fluid—use fluid density and submerged volume, not body density.
06. Ideal flow: continuity (A₁v₁=A₂v₂ for incompressible) plus Bernoulli along a streamline. Stamp assumptions: steady, inviscid, incompressible, along one streamline—Bernoulli dies on Stokes/terminal-velocity stems.
07. Viscous regime: Stokes drag 6πηrv balances weight−buoyancy at terminal speed. Do not paste Torricelli or Bernoulli onto a clearly viscous numerical.
Syllabus on this page is topic-scoped: Fluid Mechanics. The parent portion (Fluid/Properties of Matter) also covers other topics — use the portion hub for the full map.
Must cover (this topic)
Bernoulli applications
Stokes + terminal velocity
Gaps / watch-outs
No topic-specific exclusions flagged — finish the unit points below for Fluids.
Topic match inside parent portion Fluid/Properties of Matter (2.1% of Physics tags). Stats below are portion backdrop; matched subtopics show where Fluid Mechanics sits.
Portion share2.1%
TrendStable
Study intensityRotate · fortnightly
Avg / year0.71
This topic in papers
Fluids — 5 tagged (100% of Fluid/Properties of Matter)20:224:125:126:1
Advanced rarely asks a chapter in isolation. These are tagged multi-idea Physics stems that touch Fluid Mechanics — practise the knowledge bridge, not only the single-chapter drill.
Physics2026 · Paper 2 · Q15–Q16linked-numerical
Fluid flow between chambers + changing capacitance
Fluids – level vs time+Electrostatics – Capacitance+Dielectric / liquid between plates
Knowledge bridge
Step 1: from the linked fluid setup, find liquid height in the left chamber at t = 500 s. Step 2: translate that height (or remaining liquid fraction) into the dielectric fill between capacitor plates. Step 3: compute ΔC = (8−n)ε₀ and extract n.
Why it feels hard
Two chapters share one clock variable t; errors in height propagate into capacitance.
What to practise
Practise fluid+capacitor linked numericals where the same h(t) feeds both answers.
Read the impact line first. Then notice which family/model was chosen. The solution is written the way your rough sheet should look in the hall.
01
bankFamily · Hydrostatics and buoyancy
Sample question
A wooden cube of relative density 0.8 floats in water. Find the fraction submerged.
This stem rewards early recognition of the hydrostatics and buoyancy model.
Model chosenFraction = ρ_body/ρ_liquid.
Processed solution
Fraction=0.8.
Answer0.8
Takeaway: Floating balance equates weights of body and displaced liquid.
02
standardFamily · Bernoulli + continuity
Sample question
Water flows through a horizontal pipe from area 4A to A. If speed at the wide part is 1 m/s, find speed at the narrow part.
This stem rewards early recognition of the bernoulli + continuity model.
Model chosenA₁v₁=A₂v₂.
Processed solution
4A·1=A·v₂ ⇒ v₂=4 m/s.
Answer4 m/s
Takeaway: Continuity fixes speed ratios before Bernoulli is needed.
03
twistFamily · Bernoulli + continuity
Sample question
A tank open to atmosphere has a small orifice at depth H below the free surface. A horizontal pipe of area A₁ takes fluid to a constriction of area A₂=A₁/2 at the same depth. Find efflux speed at the constriction relative to Torricelli √(2gH).
This Advanced-level variation couples hidden constraints with the bernoulli + continuity model.
Model chosenApply Bernoulli from free surface to constriction with continuity.
Processed solution
At free surface P=P₀, v≈0; at constriction P=P₀ (open jet).
Bernoulli gives ½ρv₂²=ρgH so v₂=√(2gH) like Torricelli if P same.
Continuity does not change that result for an open orifice at depth H.
Fast modelΔP = 2σ/r (drop) or 4σ/r (soap bubble); h=2σcosθ/(ρgr).
Same solve path
Identify free surfaces and radii.
Write excess-pressure formula.
For capillary, resolve vertical force or use Laplace.
Watch angle of contact sign.
Rough skeleton
surfaces
ΔP or h
result
Why faster
Recognition fixes the model before arithmetic begins.
Refuse this
Do not start blind expansion or casework before identifying the governing model.
Hall timing
60–90s process
0–15s
Decide: hydrostatic pressure/Pascal, buoyancy free-body, ideal streamline flow, or Stokes/terminal.
Underline given/asked quantities, free/closed surface labels, idealisations and the exact target. Reject any formula whose assumptions are already violated.
15–35s
Draw free surface, datum, streamlines or FBD; write ΔP=ρgh, F_B=ρVg, continuity, Bernoulli, or ΣF=0 for terminal.
Write the governing relation symbolically before substitution; define a control volume, free body, reference level, or thermodynamic path if the stem mixes regimes.
35–75s
Solve with consistent gauge/absolute choice and one density per fluid layer; cancel ρg when only height ratios matter.
Keep ratios and differentials exact as long as possible. Carry signs, gauge/absolute pressures, degrees of freedom and units on the rough sheet instead of repairing them later.
75–90s
Check direction of pressure change with depth, floating fraction ≤1, and that Bernoulli was not used on a Stokes stem.
Check dimensions, limiting cases and physical sense. For multi-correct, test every option independently rather than forcing one common conclusion.