Comparison of Three Metaheuristics for Leak Diagnosis in Water Distribution Networks

This article presents a comparison between three different metaheuristic methods: the genetic algorithm (GA), the simulated annealing (SA), and the particle swarm optimization (PSO) in an experimental setup for leak diagnosis in a water distribution network. First a detection stage estimates the value of the flow-rate residual between the input and the output of the water distribution network until it exceeds a preestablished threshold value. The estimated value of the leak is analyzed during a previous time window and when its value is stable around a constant value a detection alert is emitted. Then, an optimization algorithm is implemented. A cost function with two search variables (location and magnitude of the leak) is then defined. The optimization of the cost function is performed using the three metaheuristic methods. Finally, results using experimental data are presented: the computing time of each metaheuristic method, the estimated leaked outflow and the success/failure rate for each method.

Authors

Publication Details

Journal
Memorias del Congreso Nacional de Control Automático
Published
2024-12-27
DOI
https://doi.org/10.58571/cnca.amca.2024.013
Citations
1
Primary Topic
Water Systems and Optimization
Type
article
Field-Weighted Citation Impact
0.26
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article

Comparison of Three Metaheuristics for Leak Diagnosis in Water Distribution Networks

Samuel Gómez‐Peñate, Luis A. Mejía, Leonardo Gómez Coronel
1 citations
Memorias del Congreso Nacional de Control Automático
Water Systems and Optimization
0.26
article

Comparison of Three Metaheuristics for Leak Diagnosis in Water Distribution Networks

Samuel Gómez‐Peñate, Luis A. Mejía, Leonardo Gómez Coronel
article en
1 citations

Abstract

This article presents a comparison between three different metaheuristic methods: the genetic algorithm (GA), the simulated annealing (SA), and the particle swarm optimization (PSO) in an experimental setup for leak diagnosis in a water distribution network. First a detection stage estimates the value of the flow-rate residual between the input and the output of the water distribution network until it exceeds a preestablished threshold value. The estimated value of the leak is analyzed during a previous time window and when its value is stable around a constant value a detection alert is emitted. Then, an optimization algorithm is implemented. A cost function with two search variables (location and magnitude of the leak) is then defined. The optimization of the cost function is performed using the three metaheuristic methods. Finally, results using experimental data are presented: the computing time of each metaheuristic method, the estimated leaked outflow and the success/failure rate for each method.

Memorias del Congreso Nacional de Control AutomáticoVol. 7(1)
Clean water and sanitation
Openalex Percentile: Top 41%
Water Systems and Optimization
0.26
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Comparison of Three Metaheuristics for Leak Diagnosis in Water Distribution Networks — Samuel Gómez‐Peñate, Luis A. Mejía, et al. · Memorias del Congreso Nacional de Control Automático (2024) | TGRS Research Map | TGRS