Abstract

Pressure sensor placement is critical to system safety and operation optimization of water supply networks (WSNs). The majority of existing studies focuses on sensitivity or burst identification ability of monitoring systems based on certain specific operating conditions of WSNs, while nodal connectivity or long-term hydraulic fluctuation is not fully considered and analyzed. A new method of pressure sensor placement is proposed in this paper based on Graph Neural Networks. The method mainly consists of two steps: monitoring partition establishment and sensor placement. (1) Structural Deep Clustering Network algorithm is used for clustering analysis with the integration of complicated topological and hydraulic characteristics, and a WSN is divided into several monitoring partitions. (2) Then, sensor placement is carried out based on burst identification analysis, a quantitative metric named “indicator tensor” is developed to calculate hydraulic characteristics in time series, and the node with the maximum average partition perception rate is selected as the sensor in each monitoring partition. The results showed that the proposed method achieved a better monitoring scheme with more balanced distribution of sensors and higher coverage rate for pipe burst detection. This paper offers a new robust framework, which can be easily applied in the decision-making process of monitoring system establishment.

Highlights

  • Water supply networks, as one of the most important urban infrastructures, need to be monitored for the perspective of safety and optimized operation [1]

  • The first part is the establishment of monitoring partitions: Structural Deep Clustering Network (SDCN) algorithm is used for cluster analysis, and the water supply networks (WSNs) is divided into monitoring partitions by integrating time-dependent hydraulic characteristics and topological characteristics of the pipe network

  • This paper proposes a pressure sensor arrangement method based on SDCN algorithm and uses indicator tensor I and coverage rate to evaluate the performance of the monitoring system

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Summary

Methods

The first part is the establishment of monitoring partitions: SDCN algorithm is used for cluster analysis, and the WSN is divided into monitoring partitions by integrating time-dependent hydraulic characteristics and topological characteristics of the pipe network. The second part is sensor arrangement: the most sensitive nodes in each monitoring partition are selected as the sensor location according to burst identification analysis.

Results
Discussion
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