Continuity Equation (A₁v₁ = A₂v₂)

Also known as continuity equation · A₁v₁ = A₂v₂

A1v1=A2v2A_1 v_1 = A_2 v_2
sig figs

Worked example: 0.05 m^2 at 2 m/s into 0.02 m^2 → v2 = 5 m/s. Press Try an example to run it live, then adjust anything.

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See also

Volumetric Flow Rate (Q = Av): Both use flow area and flow velocity.Hydraulic Radius: Both use flow area.Trapezoidal Channel Flow Area: Both use flow area.Darcy's Law for Groundwater Flow: Both use flow area.Flood Wave Celerity from the Rating Curve: Both use flow area.Manning's Equation for Flow: Both use flow area.
1 more relatedSubmerged Culvert Inlet (Orifice) Headwater: Both use flow area.
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Continuity Equation (A₁v₁ = A₂v₂) explained

A1A2v1v2

Water does not pile up inside a pipe and it does not vanish, so whatever volume enters one end each second must leave the other. That is the whole argument. If the pipe is narrower at the second point, the same volume has to get through a smaller opening in the same second, and the only way it can is by moving faster: in exact inverse proportion to the area. A1v1=A2v2A_1v_1 = A_2v_2 is conservation of mass for a fluid whose density does not change, dressed in the units a pipe fitter would use.

Work a reducer. A 100 mm main carrying 1.5 m/s steps down to 50 mm. The diameter halves, so the area falls by a factor of four, and the velocity must rise by four: v2=6v_2 = 6 m/s. Now look at what that does to the energy carried as motion. Velocity head goes as v2v^2, so it climbs from 1.52/19.61=0.1151.5^2/19.61 = 0.115 m to 62/19.61=1.846^2/19.61 = 1.84 m: a sixteenfold increase, and that energy has to come from somewhere. It comes out of the pressure, which is why a gauge downstream of a sudden contraction reads lower than one upstream even before any friction is counted.

That trade is Bernoulli's equation, and continuity is the half of it that most people find intuitive. Together they explain the venturi meter, where a deliberate constriction converts a measurable pressure drop into a flow reading; the carburettor, where the same drop pulls fuel into an air stream; and the bruit a stethoscope picks up over a narrowed artery, which is the sound of blood forced through a reduced bore at a speed that has tipped it into turbulence. Rivers do it too, running slow and broad across a plain and fast through a gorge with the same discharge in both places.

The dominant error is working in diameters instead of areas. Halving the diameter does not double the velocity, it quadruples it, because area carries the square. Halving the area doubles the velocity. The two sentences sound alike and differ by a factor of two, and the mistake usually survives because the answer still looks plausible. Convert to areas first, every time.

Three conditions on when the equation applies. It is written for incompressible flow: fine for liquids and for gases well below about Mach 0.3, but a compressible flow obeys ρ1A1v1=ρ2A2v2\rho_1A_1v_1 = \rho_2A_2v_2 instead, and above Mach 1 the behaviour inverts so that a converging duct slows the flow rather than speeding it. It is a two-point statement along a single stream: at a tee, the inlet flow equals the sum of the branches, and applying the two-term form across a branch fitting quietly loses whatever went the other way. And unlike Bernoulli, continuity does not care about friction at all. It is pure kinematics, so it holds through a filthy pipe, across a valve, and through a pump: friction and pumps change the pressure, never the volume balance.

Continuity Equation (A₁v₁ = A₂v₂)

A1v1=A2v2A_1 v_1 = A_2 v_2
Where
  • A1A_1= Area at point 1 (m²)
  • v1v_1= Velocity at point 1 (m/s)
  • A2A_2= Area at point 2 (m²)
  • v2v_2= Velocity at point 2 (m/s)
Revised 16 October 2026
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formula.expert. (2026, October 16). Continuity Equation (A₁v₁ = A₂v₂) Calculator. https://formula.expert/solvers/continuity-of-flow