Plumbing Africa February 2019 | Page 61

TECHNICAL Nothing worse than a noisy plumbing system in a nice building! Water hammer The rapid closing and opening of valves and terminal fittings at high water velocities can easily cause a ‘pressure shock wave’, which propagates through the plumbing system, causing noise and banging, with the potential of bursting pipes and damaging fittings. I am sure you have all been confronted with this sort of complaint before, especially on single- lever or ceramic disc taps and mixers, which can be closed very quickly. Cavitation At rapid water velocities, water can be brought to its vapour pressure as it is squeezed through small orifices in fittings or as it is forced around bends forming tiny ‘bubbles’ of water vapour that implode downstream of the fitting or bend as pressure is recovered. The forces caused by the implosion of the vapour ‘bubbles’ impinge on the metallic surfaces of fittings and pipework, causing pitting in the material which can ultimately lead to noise and mechanical failure. Ever heard of damage caused by cavitation to the propeller blades of a ship or boat? Similar principle. Google it to find out more! WHAT ARE ACCEPTABLE WATER VELOCITIES IN PLUMBING INSTALLATIONS? For all the above reasons, also remembering that system pressure has a large bearing on water velocity, SANS 10252:1 states: 59 HOW TO DETERMINE WATER VELOCITY IN VARIOUS PIPE SIZES Firstly, you need to determine the expected flow demand (Q), meaning the flow rate on the pipe run in question. How do you do this? There are many ways! SANS 10252:1 ((4.2.2 Probable (or design) flow demand)) gives reference to one method. For our example: Step 1 — Given A pipeline feeding 10 high-pressure toilet flushing valves (Cobra Junior Flushmasters) located in a male ablution block of an upmarket office development. The only possible routing of the piping is at the soffit over a boardroom where any noise must be kept down. Selected piping material is SANS 460-0 Copper Tubing. Step 2 — Calculate Obtain the manufacturer’s technical data (see Figure 3 on page 79 of the October issue of Plumbing Africa). Each of these valves require a flow rate of 65 litres per minute. There are 10 valves, but it is highly improbable that all 10 could ever be flushed at once. Most probable and likely would be two being used simultaneously, resulting in an assumed and reasonable probable flow demand (Q) of 130 litres per minute. This concurs roughly with SANS 10252:1, as well as simultaneous usage flow demand tables given by the manufacturer for this product and the project type, for example an office block. It must be noted that the calculation of (Q) is always based on reasonable assumptions and is not an exact science. 7.2.1.1 Unless otherwise required: a) The design static pressure at any terminal fitting other than a fire hose reel or fire hydrant shall not exceed 600kPa. 7.2.1.2 Unless otherwise required, the velocity of the flow of water in any pipe shall not exceed: a) 3.0m/s (metres per second) for buried pipelines and for pipelines installed above ground or where noise is not a critical factor, or b) 1.5 to 2.5m/s depending on the nature of the installation and the noise levels allowed. Step 3 — Determine water velocity for pipe size Use suitable hydraulic gradient flow charts, which are usually available from the manufacturer of the selected piping material, in this case SANS 460-0 Copper Tubing. Such graphs are also readily found in SANS 10252:1 Annex D (informative) from which a selection of a fit-for-purpose pipe size can be made. These are excellent guidelines to follow, but the designer or installer can alter these criteria fittingly, for example the size of pipe crossing in the ceiling space of, say, a home theatre or luxury bedroom could be increased as to reduce the water velocity to, say, 1.0m/s or even less. See Figure 3. Enter the graph from the right at the 130 litre per minute mark, using a horizontal line move across the graph to the left, note where this line intercepts the various pipe size lines. At these intercept points, move upwards to interpolate the water velocity for each pipe size. Based on this information, make a selection of pipe size that will meet the requirements for the job. Continued on page 61 >> www.plumbingafrica.co.za February 2019 Volume 24 I Number 12