The hydraulic impact of the liquid in the pipeline performed oscillatory motion. The hydraulic model (Table 1) against shock waves for the present work includes a one-way surge tank for protection of the water transmission line against water hammer. Hence, the flow and pressure sensors equipped with data loggers were installed into the manholes of valves along the water transmission line. The flow and pressure variation due to water hammer were detected by sensors and transmitted by modems to the RS. These collected data were instantaneously compared with the calibrated mathematical model of the pipeline. The online comparison between the spatial data and non-spatial data made a communication between coordination of water system elements related to the GEO-database of the pipeline which revealed the water leakage zones in the present work (Asli et al. 2012, 2017; Duan et al. 2020).