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Water Hammer Pressure Surge Calculator (Joukowsky)

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Understanding the water hammer pressure surge calculator — concept and principle

Water hammer is the pressure surge that occurs when the flow in a pipe is stopped or changed suddenly, for example by a fast-closing valve or a pump trip. The calculator uses the Joukowsky equation to estimate the pressure rise from the velocity change, the pressure-wave speed and the liquid density, and gives the critical closure time 2L/c that separates "sudden" from "slow" closure.

Water hammer after a sudden valve closureWater moving at 2 m/s is stopped by a valve. A pressure wave of +23.95 bar runs back up the 500 m pipe at 1,200 m/s and returns in 0.83 s.Slam a valve shut, a pressure wave bouncestankwater 2 m/s → 0+24 barwave 1,200 m/spipe 500 mwave to the tank and back (2L/c)2 × 500 ÷ 1,200 = 0.83 sSurge +23.95 bar998 × 1,200 × 2 m/s = 2.4 MPa
Closing faster than 0.83 s gives the full Joukowsky surge of about 24 bar.

How it is calculated

The principle

When a valve shuts, the water next to it stops first. Its momentum ρΔv per unit volume must be removed, and the only way is a sharp rise in pressure that compresses the liquid and stretches the pipe slightly. This disturbance travels upstream at speed c, stopping the water as it passes. Momentum balance across the moving wave front gives Δp = ρcΔv, derived by Nikolai Joukowsky from experiments in Moscow around 1897–1898. The wave reflects at a reservoir and returns as a relief wave after 2L/c. If the valve closes faster than that, the full Joukowsky pressure develops; slower closure lets the returning wave cancel part of the rise.

Worked example

  1. Inputs: Δv = 2 m/s, c = 1200 m/s, ρ = 998 kg/m³, L = 500 m.
  2. Δp = 998 × 1200 × 2 = 2,395,200 Pa.
  3. In bar: 2,395,200 ÷ 100,000 = 23.952 bar, equal to about 245 m of water head.
  4. t_c = 2 × 500 ÷ 1200 = 0.833 s.
How Pressure rise (bar) changes with Velocity change (m/s)How Pressure rise changes with Velocity…010203040500.511.522.534Example: 23.952Velocity change (m/s)
Each point is the calculator re-run with only “Velocity change (m/s)” changed; the gold point is the default example. Change the inputs above and this chart follows your numbers.
Velocity change (m/s)Pressure rise (bar)
0.55.988
111.976
1.517.964
223.952
2.529.94
335.928
447.904

How to read the result

Closing faster than 0.83 s adds almost 24 bar to the operating pressure, beyond the rating of many pipes. For closures slower than 2L/c, Michaud's rough estimate Δp ≈ 2ρLΔv ÷ t gives an idea of the reduction: closing over 5 s gives about 4 bar here. Wave speed depends on the pipe: for water it is typically about 1,000–1,400 m/s in steel or ductile iron and only a few hundred m/s in plastic pipes, so plastic pipes see much smaller surges.

Common mistakes

Keep in mind: The Joukowsky equation gives the basic surge for an instantaneous change. Friction, air pockets, branch lines and column separation change real transients. Surge design should use transient analysis software, follow local codes, and be checked by a qualified engineer.

Frequently asked questions

How is wave speed calculated?

For a thin-walled pipe, c = √((K/ρ) ÷ (1 + K·D ÷ (E·e))), where K is the liquid's bulk modulus, E the pipe material's modulus, D the diameter and e the wall thickness.

How can water hammer be reduced?

Close valves more slowly, use surge tanks, air vessels or relief valves, and limit pipeline velocity.

Why do house pipes bang when a tap shuts?

A fast valve stops the flow almost instantly and the surge shakes loosely fixed pipes.

Sources: N. Joukowsky, On the hydraulic hammer in water supply pipes (trans. O. Simin), Proceedings of the American Water Works Association, 1904 · E. B. Wylie and V. L. Streeter, Fluid Transients in Systems, Prentice Hall

Checked 8 Nov 2026. Standard textbook formulas in SI units, computed in your browser. For learning and estimates — real designs must follow your local codes and be checked by a qualified engineer.

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