An Advanced Sensor Placement Strategy for Small Leaks Quantification Using Lean Graphs

Small leaks in water distribution networks have been a major problem both economically and environmentally, as they go undetected for years. We model the signature of small leaks as a unique Directed Acyclic Graph, called the Lean Graph, to find the best places for k sensors for detecting and locating small leaks. We use the sensors to develop dictionaries that map each leak signature to its location. We quantify leaks by matching out-of-normal flows detected by sensors against records in the selected dictionaries. The most similar records of the dictionaries are used to quantify the leaks. Finally, we investigate how much our approach can tolerate corrupted data due to sensor failures by introducing a subspace voting based quantification method. We tested our method on water distribution networks of literature and simulate small leaks ranging from [0.1, 1.0] liter per second. Our experimental results prove that our sensor placement strategy can effectively place k sensors to quantify single and multiple small leaks and can tolerate corrupted data up to some range while maintaining the performance of leak quantification. These outcomes indicate that our approach could be applied in real water distribution networks to minimize the loss caused by small leaks.

[1]  Zoran Kapelan,et al.  Leak Detection and Localization through Demand Components Calibration , 2016 .

[2]  Isam Shahrour,et al.  Virtual DMA Municipal Water Supply Pipeline Leak Detection and Classification Using Advance Pattern Recognizer Multi-Class SVM , 2014 .

[3]  Bryan A. Tolson,et al.  Battle of Background Leakage Assessment for Water Networks (BBLAWN): An Incremental Savings Approach☆ , 2014 .

[4]  Andreas Krause,et al.  Efficient Sensor Placement Optimization for Securing Large Water Distribution Networks , 2008 .

[5]  James A. Liggett,et al.  LEAKS IN PIPE NETWORKS , 1992 .

[6]  Angus R. Simpson,et al.  Leak Detection and Calibration Using Transients and Genetic Algorithms , 2000 .

[7]  Chao-Chih Lin,et al.  An Inverse Transient-Based Optimization Approach to Fault Examination in Water Distribution Networks , 2019 .

[8]  Yacine Rezgui,et al.  Optimization of Potable Water Distribution and Wastewater Collection Networks: A Systematic Review and Future Research Directions , 2016, IEEE Transactions on Systems, Man, and Cybernetics: Systems.

[9]  Sridharakumar Narasimhan,et al.  A Graph Partitioning Algorithm for Leak Detection in Water Distribution Networks , 2016, Comput. Chem. Eng..

[10]  Vicenç Puig,et al.  Optimal Sensor Placement for Leak Location in Water Distribution Networks Using Genetic Algorithms , 2013, 2013 Conference on Control and Fault-Tolerant Systems (SysTol).

[11]  Jochen Deuerlein,et al.  Graph Partitioning in the Analysis of Pressure Dependent Water Distribution Systems , 2018 .

[12]  Brian W. Kernighan,et al.  An efficient heuristic procedure for partitioning graphs , 1970, Bell Syst. Tech. J..

[13]  Laura Carnevali,et al.  Performability Evaluation of Water Distribution Systems During Maintenance Procedures , 2020, IEEE Transactions on Systems, Man, and Cybernetics: Systems.

[14]  R. Liemberger,et al.  The Issues and Challenges of Reducing Non-Revenue Water , 2010 .

[15]  M. Levandowsky,et al.  Distance between Sets , 1971, Nature.

[16]  Vicenç Puig,et al.  Leak Localization in Water Distribution Networks Using Pressure and Data-Driven Classifier Approach , 2019, Water.