Plumbing Africa PA October 2018 | Page 78

76 TECHNICAL Basic theory of fluid mechanics for plumbing (Part 3) In Part 2 of this series, which featured in the September edition of Plumbing Africa, we discussed static pressure in plumbing systems. We now consider what happens to pressure when water is caused to flow through a pipe; that is, dynamic (flow) pressure. By Chris Kyle About the author 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. To revise, static pressure is the pressure available in a system when no water is being drawn off from any fixture points, such as taps, flush valves, and appliances. If you were to install pressure gauges on a horizontal line at, say, intervals of 20m apart, all of the gauges would read the same pressure; that is, static pressure — no flow (see Figure 1). How can there be a loss of pressure energy if the laws of physics state that energy cannot be created or destroyed? It can be changed into another form, though. In this instance, there are essentially three energies involved: pressure energy, kinetic energy (due to motion), and frictional energy. Figure 1: Static pressure. As soon as any fixture point or points are used, water flows through the pipework to feed these points and a few things start happening. Let’s take a look at what happens and how the performance of the plumbing system can be affected. The sum of which equals a constant; thus, if one or more of these energies are increased, then one or more must decrease. Kinetic energy has increased and so has frictional energy; therefore, pressure energy must decrease proportionately to maintain the equation. FRICTION LOSS (OR HYDRAULIC GRADIENT) 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. Figure 2 shows the apparent pressure loss on the pressure gauges. Friction loss is expressed in kPa per metre (or metres per metre — remembering that one metre of head is equal to 10kPa) and can be determined for various pipe materials by making reference to the ‘friction loss tables’ as presented in the SANS 10252:1 document – Annex D. Friction loss increases exponentially with an increase in the speed of the water, roughly by the square of the speed; that is, if the water speed doubles, friction loss will be roughly four times as much. Figure 2: Apparent pressure loss on a pressure gauge. October 2018 Volume 24 I Number 8 Different piping materials have different frictional loss characteristics due to the wall thicknesses of the various materials, as well as the smoothness of the internal surface, known as the ‘roughness factor’. www.plumbingafrica.co.za