Fluid flow – continuity, Bernoulli's principle and Torricelli's law

PhysicsForces & DynamicsAges 15–16

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A pipe with three sections whose cross-sections and height you can change: tracer particles show that the flow rate Q = Av stays constant, while three pressure gauges and a bar chart show that p + ½ρv² + ρgh is the same in every section (a Venturi meter). The second screen is a practical: a water tank with a small hole in its side; change the water depth H and the hole height, measure the range of the jet and test v = √(2gH) with a results table and a graph of v² against H.

Lesson: Fluid dynamics: the continuity equation, Bernoulli's equation, the Venturi meter and Torricelli's law

What it shows

In an ideal fluid that is incompressible and has no viscosity, the volume flow rate Q = Av is the same through every cross-section, so the fluid speeds up where the pipe narrows. Bernoulli's equation, p + ½ρv² + ρgh = constant, is conservation of energy per unit volume: where the speed or the height increases, the pressure falls. A Venturi meter uses that pressure drop to measure Q. Torricelli's law follows from the same equation: water leaves a small hole a depth H below the surface at v = √(2gH), like a body that has fallen through H.

How to use

On the Pipe flow (Venturi) screen, change Flow rate Q, the areas A₁, A₂ and A₃, Height h₃, Gauge pressure p₁ and Density ρ, and watch the gauges, the bars and the table. On the Draining tank (Torricelli) screen, set Water depth above hole H and Hole height y, press Record result for several depths, and read g from the graph of v² against H. Untick Keep water level constant to let the tank drain.

Parameters you can change

  • Screen Pipe flow (Venturi), Draining tank (Torricelli)
  • Flow rate Q 1–20 L/s
  • Area of section 1 A₁ 10–100 cm²
  • Area of the throat A₂ 5–100 cm²
  • Area of section 3 A₃ 10–100 cm²
  • Height of section 3 above section 1 h₃ 0–3 m
  • Gauge pressure in section 1 p₁ 0–200 kPa
  • Density of the liquid ρ 700–1300 kg/m³
  • Water depth above the hole H 0.05–1 m
  • Height of the hole above the floor y 0.1–1 m
  • Hole diameter d 2–10 mm
  • Keep the water level constant (topped up)

Questions to explore

  1. Why does the water move faster where the pipe narrows, and what happens to the pressure there?
  2. If the last section is raised but keeps the same area, how does the pressure in it change?
  3. Why does the jet speed not depend on the hole size, while the time to empty the tank does?