A novel hybrid entropy-clustering approach for optimal placement of pressure sensors for leakage detection in water distribution systems under uncertainty

2020 ◽  
Vol 17 (3) ◽  
pp. 185-198
Author(s):  
Narges Taravatrooy ◽  
Mohammad Reza Nikoo ◽  
Salma Hobbi ◽  
Mojtaba Sadegh ◽  
Azizallah Izady
2011 ◽  
Vol 8 (6) ◽  
pp. 351-365 ◽  
Author(s):  
M. Shafiqul Islam ◽  
Rehan Sadiq ◽  
Manuel J. Rodriguez ◽  
Alex Francisque ◽  
Homayoun Najjaran ◽  
...  

2021 ◽  
Vol 110 ◽  
pp. 104755
Author(s):  
Stelios G. Vrachimis ◽  
Stelios Timotheou ◽  
Demetrios G. Eliades ◽  
Marios M. Polycarpou

Author(s):  
Xin Li ◽  
Shipeng Chu ◽  
Tuqiao Zhang ◽  
Tingchao Yu ◽  
Yu Shao

Abstract Leakages in water distribution systems (WDSs) are a worldwide problem, which can result in an intolerable burden in satisfying the water demands of the consumers. There is an urgent demand to develop technologies that can detect and localize the leakage in a timely and efficient manner. The monitoring data of the WDS is a typical time series, and there is a certain spatiotemporal correlation between the data provided by the devices distributed at different locations of the WDS. This paper proposes a novel model-based method for WDS leakage localization. The method is characterized by (1) developing the dominant sensor sequence for each candidate leakage node to improve the localization accuracy based on the spatial correlation analysis; (2) utilizing multiple time steps of the measurements which are temporal varying correlated; (3) ranking leakage regions and nodes by their possibility to contain the true leakage. A realistic WDS is used to evaluate the performance of the method. Results show that the method can accurately and efficiently localize the leakage.


2019 ◽  
Vol 21 (6) ◽  
pp. 1030-1047 ◽  
Author(s):  
Fattah Soroush ◽  
Mohammad J. Abedini

Abstract This paper presents a novel methodology for designing an optimal pressure sensor to make average pressure field in water distribution systems (WDS) more accurate via geostatistical tools coupled with genetic algorithm (GA) under normal operating condition. In light of this, the objective function is introduced based on geostatistical technique as variance of residual of block ordinary kriging (BOK). In order to solve the problem of sensor placement, three different approaches, so-called, simplified, exhaustive, and random search optimization are considered. To the best of the authors' knowledge, this is the first time whereby geostatistical tools are used to design a pressure monitoring network in the WDS. The proposed methodology is first tested and verified on a literature case study of Anytown WDS and then is applied to a real-world case study referred to as C-Town consisting of five district metered areas (DMAs). The proposed methodology has several advantages over existing more conventional approaches which will be demonstrated in this paper. The results indicate that this method outperforms the conventional paradigms in current use in terms of mathematical labor and the results are quite promising.


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