“…Many water distribution networks (WDNs) are continuously monitored through installed sensors that measure hydraulic parameters (e.g., pressure, flowrate, users’ consumption) and water quality parameters (e.g., chlorine concentration, pH, temperature) (Kara et al., 2016). This continuous monitoring allows to collect raw data to be used in multiple engineering applications, being flowrate and pressure data the most widely used time series by water utilities in different engineering applications, such as: the calculation of water balances (Meseguer & Quevedo, 2017); the development and calibration of hydraulic models in terms of nodal demands and pipe roughness coefficients (Do et al., 2016; Zhang et al., 2018; Zhou et al., 2018); the application of burst detection and location techniques by inverse analysis (Blocher et al., 2020; Moasheri & Jalili‐Ghazizadeh, 2020; Sophocleous et al., 2019), by using classifier approaches (Capelo et al., 2021; Fereidooni et al., 2021; Hu et al., 2021), or by using transient‐based techniques (Capponi et al., 2017; Covas & Ramos, 2010; Covas et al., 2004; Duan, 2017). Fiorillo et al.…”