Physics for ME · Module 13 of 16 · Fluids preview

Fluids: Pressure, Buoyancy, and Flow Intuition

Pressure, Archimedes, continuity, and a first feel for Bernoulli. Deliberately introductory: the full Fluid Mechanics course comes later.

01

Readiness check

From Modules 1, 4, and 6. Tick only what you can do closed-notes.

  • Work with pressure units: Pa, kPa, bar.
  • Compute forces from F = PA with unit care.
  • Use density ρ = m/V fluently.
  • Run an energy audit (for Bernoulli intuition).
  • Draw an FBD with a pressure force on a surface.
0 or 1 weak itemsContinue with this module.
2 weak itemsReview Module 1's unit discipline first; fluids live in Pa and m³.
3 or more weak itemsStep back to Module 4; pressure forces enter through FBDs.
02

The core idea

Pressure is force spread over area, it grows with depth, and enclosed fluids transmit it everywhere.

P = F/AP = P₀ + ρghFb = ρfluidgV

Pascal's principle (pressure transmitted undiminished) powers every hydraulic machine. Archimedes' buoyancy is hydrostatics applied to a submerged body. For moving fluid, continuity (Av constant) and Bernoulli (pressure-velocity trade) supply the first intuition.

The skill works when: the fluid is still or slow and friction-free enough for the ideal relations: tanks, lifts, manometers, gentle flows.
The skill breaks down when: viscosity, turbulence, or losses matter: that is the full Fluid Mechanics course.
The concept. Depth sets pressure; pressure on a submerged shape integrates to one upward force equal to the displaced fluid's weight.
03

The skills, taught in order

Fluids split into two stories: fluid at rest, where depth sets pressure, and fluid in motion, where speed trades against pressure. Six skills cover the introductory half of both, enough for hydraulics and a first feel for flow.

13.1 Pressure and its units

Pressure is force spread over area, P = F/A, measured in pascals (1 Pa = 1 N/m²). Useful sizes: 1 bar = 10⁵ Pa and 1 atmosphere ≈ 101 kPa. Gauge pressure is measured above atmospheric; absolute pressure includes it.

13.2 Hydrostatics

In a still fluid, pressure rises with depth as P = P₀ + ρgh. It depends only on depth, density, and gravity, never on the container's width or shape, which is why a thin standpipe can load a dam like a lake.

Micro-example. Ten metres of water adds ρgh = 1000 × 9.81 × 10 ≈ 98 kPa, about one atmosphere, so every 10 m of depth roughly doubles the absolute pressure.

13.3 Pascal's principle

Pressure applied to an enclosed fluid is transmitted undiminished to every part of it. A small force on a small piston becomes a large force on a large one, F₂ = F₁·A₂/A₁: the hydraulic lever of Worked Example 1.

13.4 Buoyancy

A submerged body feels an upward force equal to the weight of the fluid it displaces: Fb = ρfluidgV. It depends on the fluid's density and the displaced volume, not on the object's weight; comparing the two decides float or sink.

Micro-example. Ice floats because its density (about 920 kg/m³) is below water's, so it displaces its own weight while still poking above the surface.

13.5 Continuity

An incompressible fluid that speeds up must have somewhere narrower to flow: A₁v₁ = A₂v₂. Halving the diameter quarters the area and so quadruples the speed.

13.6 Bernoulli intuition

Along an ideal (frictionless, steady) streamline, P + ½ρv² + ρgy stays constant. Where a flow speeds up its pressure drops, the trade behind venturi meters and aerofoil lift. Real pipes add losses, the work of the full Fluid Mechanics course.

LawRelationRegime
PressureP = F/Aany
Hydrostatic pressureP = P₀ + ρghfluid at rest
Pascal (hydraulics)F₁/A₁ = F₂/A₂fluid at rest
BuoyancyFb = ρfluidgVfluid at rest
ContinuityA₁v₁ = A₂v₂fluid in motion
BernoulliP + ½ρv² + ρgy = constideal flow

Engineering connection: a preview, not the full course; it prepares hydraulics, pumps, and flow meters, and feeds the Fluid Mechanics course.

04

Worked example 1: the hydraulic lift

A workshop lift supports a 12 000 N car on a 200 cm² piston. The effort piston has an area of 10 cm². Find the required effort force, the working pressure, and the distance trade-off.

Figure 1. The governing model: one pressure, two areas. Result: 600 N of effort holds a car.
  1. ProblemFind the effort force and system pressure in Figure 1, and the stroke ratio.
  2. Given / findLoad 12 000 N on A₂ = 200 cm² = 0.02 m²; effort area A₁ = 10 cm² = 0.001 m².
  3. AssumptionsIncompressible fluid, negligible piston weights and friction, equal piston heights.
  4. ModelPascal: the pressure under both pistons is the same, so F₁/A₁ = F₂/A₂.
  5. EquationsP = F₂/A₂ F₁ = P·A₁
  6. SolveP = 12 000/0.02 = 600 kPa (6 bar). F₁ = 600 000 × 0.001 = 600 N: a 20:1 multiplication. Volume conservation makes the effort piston travel 20 times farther than the car rises.
  7. CheckEnergy audit (Module 6): F₁d₁ = 600 × 20h = 12 000 × h = F₂d₂. Force is multiplied, work is not: no free lunch, just a force-distance trade like a lever.
  8. ConclusionSix bar, a hand-scale force, and geometry hold a car: that is all of fluid power. Brakes, presses, and excavators scale this same triangle of P, A, and stroke.
Result. F = 600 N at 600 kPa; effort moves 20× the lift distance; energy balances exactly.
05

Worked example 2: flow through a constriction

Water (ρ = 1000 kg/m³) flows through a horizontal pipe that narrows from 50 mm to 25 mm diameter. In the wide section the speed is 2.0 m/s and the pressure is 300 kPa. Find the speed and pressure in the narrow section.

Figure 2. A horizontal pipe narrowing 2:1 in diameter. Continuity quadruples the speed (2 to 8 m/s), and Bernoulli converts that into a 30 kPa pressure drop in the fast, narrow section.
  1. ProblemFind the speed and pressure in the narrow section of the pipe in Figure 2.
  2. Given / findρ = 1000 kg/m³; wide d₁ = 50 mm at v₁ = 2.0 m/s and P₁ = 300 kPa; narrow d₂ = 25 mm; horizontal. Find v₂ and P₂.
  3. AssumptionsIncompressible, steady, effectively frictionless flow along a horizontal streamline (the ideal Bernoulli case).
  4. ModelContinuity fixes the speed from the area change; Bernoulli then trades that speed for pressure.
  5. EquationsA₁v₁ = A₂v₂ P₁ + ½ρv₁² = P₂ + ½ρv₂²
  6. SolveArea scales as diameter squared, so the 2:1 diameter gives a 4:1 area and v₂ = 4 × 2.0 = 8.0 m/s. Then P₂ = P₁ + ½ρ(v₁² − v₂²) = 300 000 + 500(4 − 64) = 270 kPa, a 30 kPa drop.
  7. CheckFaster flow sits at lower pressure, as Bernoulli demands. Units: ½ρv² = (kg/m³)(m²/s²) = Pa, matching the pressures. The drop is real and measurable, which is how a venturi meter reads flow rate.
  8. ConclusionSqueeze a flow and it speeds up (continuity) while its pressure falls (Bernoulli). That paired trade runs venturi meters, carburettors, and aerofoil lift, and it is the first idea the full Fluid Mechanics course makes rigorous once losses are added.
Result. v₂ = 8.0 m/s and P₂ = 270 kPa (a 30 kPa drop): the narrow, fast section runs at lower pressure.
06

Misconceptions and diagnostics

MistakeSymptomDiagnostic questionCorrection
Pressure depends on tank widthWide reservoirs assumed to press harder"What does P = ρgh contain?"Depth, density, gravity: width never appears. A thin standpipe loads a dam's base like a lake.
Buoyancy linked to the object's weight"Heavy things get less lift""Whose density sits in ρgV?"The fluid's. Buoyancy depends on displaced volume only; weight decides sink or float.
Hydraulics as free energy20× force celebrated without the stroke cost"What happened to the distances?"Work in = work out (minus losses): the force gain is paid in travel.
Bernoulli everywhereIdeal pressure-velocity trades in long, narrow, real pipes"Are losses negligible on this path?"Bernoulli is the frictionless ideal. Real pipe networks need the loss terms of Fluid Mechanics.
07

Practice ladder

Level 1 · Direct skill

Find the gauge pressure 3.5 m below the surface of a water tank, and the force on a 20 × 20 cm inspection hatch at that depth.

Show answer

P = 1000 × 9.81 × 3.5 = 34.3 kPa. F = PA = 34 300 × 0.04 = 1373 N: a hatch the size of a sheet of paper carries a person's weight and a half.

Level 2 · Mixed concept

A solid aluminium part (ρ = 2700 kg/m³) of volume 0.002 m³ hangs from a crane scale, fully submerged in water. What does the scale read?

Show answer

Weight = 2700 × 0.002 × 9.81 = 53.0 N. Buoyancy = 1000 × 0.002 × 9.81 = 19.6 N. Scale: 33.4 N. Submerged weighing measures volume: Archimedes' original trick.

Level 3 · Independent problem

Water flows at 2 m/s in a 50 mm pipe that necks down to 25 mm. Find the speed in the neck and state (Bernoulli intuition) what happens to the pressure there.

Show answer

Area ratio 4:1, so v = 8 m/s in the neck. Faster means lower pressure in the ideal trade: the venturi principle behind carburetors and flow meters.

Transfer task | Real engineering

Examine one real hydraulic device (car jack, brake system, log splitter spec sheet). Identify both areas or bore sizes, compute the force ratio and working pressure at rated load, and check the pressure against the hose or seal rating.

What good work looks like

Bore data sourced, the F/A arithmetic shown, the system pressure compared with a component rating, and the stroke trade-off mentioned.

08

Working with AI, and proving it yourself

Use AI as an examiner, not a solver

"Here is my hydrostatic force calculation. Check only my unit chain from cm² to m² to kPa."
"Give me five sink-or-float scenarios; I will decide each by density comparison before you confirm."
"Find the buoyant force." The displaced-volume reasoning is the skill.
"Explain Bernoulli again." One intuition pass plus the venturi calculation beats repeated prose.

Portfolio task

Verify Archimedes at home: weigh an object, then weigh it submerged (hang it from a kitchen scale into water). Compute its volume and density from the difference and identify the material.

Must include: both readings, the buoyancy arithmetic, the density with an uncertainty guess, and the material verdict against a table.
09

Retrieval and spaced review

Closed notes. Answer out loud, then reveal.

1. Write the hydrostatic pressure law and its three ingredients.

P = P₀ + ρgh: surface pressure, fluid density, depth. Geometry of the container is absent.

2. State Pascal's principle and its machine consequence.

Pressure applied to an enclosed fluid transmits undiminished: F₂ = F₁·A₂/A₁, the hydraulic lever.

3. State Archimedes' principle precisely.

The buoyant force equals the weight of the displaced fluid: Fb = ρfluidgVdisplaced, upward.

4. What does continuity conserve, and what follows in a neck?

Volume flow Av for incompressible fluid: smaller area, faster flow.

5. What is Bernoulli's trade, and its standing assumption?

Along an ideal streamline, pressure + ½ρv² + ρgh stays constant: valid only when losses are negligible.

TodayFinish this quiz and Levels 1 and 2 of the ladder.
+1 dayRe-solve the lift with its energy check.
+3 daysOne submerged-weighing problem with new numbers.
+7 daysMixed set: hydrostatics, a venturi, and a Module 6 audit.
+30 daysOpen the Fluid Mechanics course knowing exactly which idealizations it will retire.