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Home » Technical articles » Water hammer

Water hammer

Maximum pressure's pulse estimation (Jouckowski's pulse) in pipelines when sudden fluctuations develops in pipe's flow.

Joucowski's pulse is the maximum pressure pulse (decreasing and increasing the steady pressure) that can develops in an installation when a steep interruption (instantaneous) of the flow takes place. Jouckowski's can be estimated with the following expresion:
Jouckowski's pulse = C * Vo / g

Where:

C is the speed of the transient's wave (relative speed of the wave with respect to the fluid)

Vo is the average speed of the flow, in steady regime, and

g is the gravity's acceleration (about 9.81 m/s²)

One expression that can be used to estimate transient wave's speed is:
C=sqrt((K/ro)/(1+K*D/(E*e)))

where:

K is the elastic module(bulk module) of the fluid

ro is the density of the fluid

E is the pipe's modulus of elasticity (bulk's or Young modulus).

e is the thickness of the pipe's walls

D is the pipe's diameter

For water (ro=1000 kg/m³ and K=2.074 E+09 N/m²), a more simply formulation can be used (known as Allievi formulation):
C=9900/(sqrt(47.3+lambda*D/e))

Where lambda depends on the pipe's material, and as a reference the following values can be used:

Steel: lambda=0.5

Gray smelting: lambda=1.0

Asbestos-cement: lambda=5.0 to 6.0

PVC: lambda=20 to 25

Some considerations

The supposition that the pressure's pulse that takes place agrees with Jouckowsi's formulation mplies supposition that the event is fast (time for complete the variation < 2*L/C, where L is the system's lenght), and that not includes the friction.

Both factors are needed for (in some section of the pipe) the pulse of Jucowski will be reached.

Ussualy, calculation based in Jouckowski's considerations in all the pipeline lead's to overestimate transient effects, for overpressure considerations but also for underpressure ones where cavitation can occurs.

Therefore, is recommended that the pulse of Jucowski calculations should be considered as a reference value. Detailed studies implies the numerical modelling of unsteady flow wiht models based in elastic modelling of water and pipelines, as HiTrans.

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