“…The percentage of potential reduction of leaks is very site-specific as it depends on several factors, such as the network configuration, number of pipe branches, type of joints/connections, type and state of reservoirs and tanks, water levels, pressure variation and head losses in the network, population density in the network, number of water entry points (which should be minimized whenever possible), pressure-reducing valves (PRVs), their location and type, inner diameters of the pipes, age of the system components and morphology and topography of the system [16]. Nevertheless, based on some key literature studies on the digitalization of WDNs to reduce leakages [11][12][13][14][15][16][17][18][19], an average percentage of reduction of 30% can be pointed out. However, it must be noted that, locally, the value can vary a lot: in some studies, it was possible to reduce 80% of leaks, while in others the reduction was only around 10%.…”