Obviously, design of the installation is critical in ensuring the quiet operation of a plumbing system. To achieve the best results, due consideration should be given to the choice of pipe and fitting materials and the optimum layout of the piping system relative to the building's construction.
Water Hammer
A column of moving water within a pipeline contains stored kinetic energy arising from its mass and velocity. Since water is essentially incompressible, this energy cannot be absorbed when a valve is suddenly closed. The result is a high instantaneous pressure surge normally referred to as 'Water Hammer'.
Five factors determine the severity of water hammer:
- Velocity
- Modulus of elasticity of the pipe material
- Inside diameter of the pipe
- Wall thickness of the pipe
- Valve closing time
The maximum surge pressures caused by water hammer can be calculated using the following equation taken from the 'Handbook of Thermoplastic Piping System Design', Thomas Sixsmith and Reinhard Hanselka, Marcel Dekker Inc., pp 65-69
Ps = V((3960 E t)/(E t + 3 x 105 DI))½
where:
Ps = surge pressure (psi)
V = water velocity (ft/sec)
DI = inside diameter of the pipe (in)
E = modulus of elasticity of the pipe material (psi)
t = pipe wall thickness (in)
The low elastic modulus of Polybutene-1, combined with reduced wall thickness gives rise to a low surge pressure for a given pipe OD and pressure rating. The table below compares maximum surge pressure for 1½" OD pipes of different plastic materials, designed for the same pressure service.
| |
E |
E |
DI |
T |
V |
Ps |
Ps |
| |
[psi] |
[MPa] |
[in] |
[in] |
[ft/s] |
[psi] |
[bar] |
| PB-1 |
65000 |
450 |
1.28 |
0.15 |
5.0 |
49.5 |
3.4 |
| PEX |
87000 |
600 |
1.14 |
0.22 |
5.0 |
72.4 |
5.0 |
| PP |
116000 |
800 |
1.05 |
0.26 |
5.0 |
93.0 |
6.4 |
| CPVC |
507000 |
3500 |
1.22 |
0.18 |
5.0 |
140.6 |
9.7 |