Water Distribution System Leakage Detection andLocalization Using Water Demand Automated MeterReading: An Underexplored and Advantageous Technique

dc.contributor.affiliationCatholic University of Pelotas
dc.contributor.affiliationCatholic University of Pelotas
dc.contributor.affiliationFederal University of Pelotas
dc.contributor.affiliationFederal University of Pelotas
dc.contributor.affiliationAutonomous Sanitation Service of Pelotas
dc.contributor.authorMatheus Pilotto Figueiredo; Catholic University of Pelotas
dc.contributor.authorLizandro de Souza Oliveira; Catholic University of Pelotas
dc.contributor.authorGiancarlo Lucca; Federal University of Pelotas
dc.contributor.authorAdenauer Correa Yamin; Federal University of Pelotas
dc.contributor.authorTiago Da Rosa Lopes; Autonomous Sanitation Service of Pelotas
dc.contributor.orcid
dc.contributor.orcidhttps://orcid.org/0000-0002-7069-7136
dc.contributor.orcid
dc.contributor.orcidhttps://orcid.org/0000-0002-7333-244X
dc.contributor.orcid
dc.contributor.rorhttps://ror.org/0376myh60
dc.contributor.rorhttps://ror.org/0376myh60
dc.contributor.rorhttps://ror.org/05msy9z54
dc.contributor.rorhttps://ror.org/05msy9z54
dc.contributor.ror
dc.date.accessioned2026-09-07T14:07:13Z
dc.date.issued2026-08-28
dc.date.updated2026-09-07T14:07:13Z
dc.description.abstractLeakage Detection and Localization (LDL) is one of the greatest challenges to achieving sustainable management in Water Distribution Systems (WDS). As an essential element for the evaluation of LDL approaches, we recently developed LeakG3PD, a simulated dataset that represents WDS behavior in various leakage scenarios, providing all variables and network structure data. Unlike most works in the literature, this article explores the feasibility and advantages of using water demand Automated Meter Reading (AMR) devices, rather than pressure sensors, as the main data source for LDL. To evaluate such an approach, a derived dataset is generated from LeakG3PD using WDS inlet flows and pressures, along with, mainly, consumption demand data. As an introductory work, intuitive and transparent algorithms are applied for LDL. Calculated loss demand is used for detection based on historical thresholds and localization output consists of an ordered list of the pipes in which the insertion of the estimated leak demand causes minimum flow residuals in WDS sources (reservoirs and tanks). A one-step hydraulic simulation is performed to determine the residuals for each candidate pipe. The main difficulties are discussed to provide future improvements. Even though the fundamental step of model calibration is not executed, results indicate promising localization performance for future works. The derived dataset LeakG3PD-OD and the LDL Python programs are made available online for the academic community to contribute with more sophisticated algorithms
dc.description.endingpagee2245
dc.description.startingpagee2245
dc.identifier.urihttps://doi.org/10.9781/ijimai.2026.2245
dc.identifier.urihttps://reunir.unir.net/handle/123456789/20564
dc.publisherUniversidad Internacional de La Rioja
dc.relation.ispartof10
dc.relation.ispartofvolume1
dc.rightsopenAccess
dc.rights.uriopenAccess
dc.subjectLeakage Detection and Localization (LDL)
dc.subjectLeakG3PD
dc.subjectSimulated Dataset
dc.subjectSustainable Management of Water
dc.subjectWater Distribution Systems (WDS)
dc.titleWater Distribution System Leakage Detection andLocalization Using Water Demand Automated MeterReading: An Underexplored and Advantageous Technique

Archivos

Bloque original

Mostrando 1 - 1 de 1
Cargando...
Nombre:
ijimai10_1_2026_2245.pdf
Tamaño:
909.4 KB
Formato:
Adobe Portable Document Format

Bloque de licencias

Mostrando 1 - 1 de 1
Cargando...
Nombre:
license.txt
Tamaño:
1.65 KB
Formato:
Item-specific license agreed upon to submission
Descripción: