Plumbing Africa May 2019 | Page 56

54 TECHNICAL Basic theory of fluid mechanics for plumbing (Part 5) In Part 4 of this series, we discussed the speed (water velocity) at which water will probably flow through a piping system or pipe segment, the resultant effect thereof, and how to select pipe sizes accordingly. By Chris Kyle However, it should be understood that water velocity is not the only criterion that must be considered in the selection of pipes of adequate size: Friction loss or hydraulic gradient is also an essential factor to be considered. One must ensure that there will be adequate flow pressure at terminal fittings for them to offer acceptable performance. About the author To recap: as water flows through a pipe and associated fittings, the water molecules in contact with the wall of the pipe experience some resistance to their motion. This resistance is called friction loss or hydraulic gradient (also sometimes referred to as ‘wall drag’). This friction loss causes an ‘apparent’ loss in pressure as the water travels through the length of a reticulation system. Friction loss is expressed in kilopascal (kPa) per metre (or metres per metre — remembering that 1m of head is equal to 10kPa) and can be determined for various pipe materials by referring to the ‘Friction Loss Tables’ as presented in SANS 10252:1 – Annex D. Chris Kyle is a qualified commercial pilot and flying instructor, accredited CETA trainer and assessor, CPD course writer and presenter to the architectural fraternity, and professional plumbing industry licensed plumber. Chris has plotted his course in the building industry from his early days as national specifications manager for Cobra Watertech, to where he is today as the general manager of Calafrica. May 2019 Volume 25 I Number 3 www.plumbingafrica.co.za