2022
DOI: 10.1061/(asce)wr.1943-5452.0001601
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Battle of the Leakage Detection and Isolation Methods

Abstract: A key challenge in designing algorithms for leakage detection and isolation in drinking water distribution systems, is the performance evaluation and comparison between methodologies using benchmarks. For this purpose, the "Battle of the Leakage Detection and Isolation Methods" (Bat-tLeDIM) competition was organized in 2020 with the aim to objectively compare the performance of methods for the detection and localization of leakage events, relying on SCADA measurements of flow and pressure sensors installed wit… Show more

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Cited by 42 publications
(22 citation statements)
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“…The L-Town WDS (Figure 4) is a small hypothetical town with around 10,000 people (Vrachimis et al 2020). The distribution network consists of 905 pipes, 782 junctions, 3 pressure reduction valves (PRV), 2 reservoirs, and 1 water tank.…”
Section: Description Of the Study Areamentioning
confidence: 99%
See 1 more Smart Citation
“…The L-Town WDS (Figure 4) is a small hypothetical town with around 10,000 people (Vrachimis et al 2020). The distribution network consists of 905 pipes, 782 junctions, 3 pressure reduction valves (PRV), 2 reservoirs, and 1 water tank.…”
Section: Description Of the Study Areamentioning
confidence: 99%
“…The leak area A i,max is defined as a circular orifice with a diameter D i . The relationship of the size of the leak hole change with time is assumed to follow a quadratic function so that the growth rate of leakage is increased as the leak area increases (Vrachimis et al 2020).…”
Section: Dataset Generationmentioning
confidence: 99%
“…Moreover, an EPANET hydraulic model containing accurate pipe roughness values and the exact water consumption patterns at a 5-min time step for the same two-year period is available. Furthermore, 26 leakages that occurred during the same two-year period are known, and, for each of them, the position in terms of the pipe, the starting time step, the possible repair time step, and the flow rate at a 5-min time step are likewise known (Vrachimis et al 2020). In particular, 15 were bursts, characterized by a steady flow rate ranging between 5 m 3 ∕h and 35 m 3 ∕h .…”
Section: Case Studymentioning
confidence: 99%
“…The scenario utilizes the benchmark network "L-Town", created for the needs of the BattLeDIM (Battle of the Leakage Detection and Isolation Methods) competition [29] and it is based on a realistic network in Cyprus. The network has been suitably modified for security purposes.…”
Section: Illustrative Case Studymentioning
confidence: 99%