Abstract

Reducing losses in water distribution networks is a worldwide challenge and all utilities are developing proper strategies for the active control of leaks. Temporary or permanent grids of units for the continuous monitoring of pipelines through vibro-acoustic measurements are probably the most commonly adopted leak detection systems. Such systems generally rely on the definition of proper thresholds to detect increments in the vibration levels associated with leaks. Since the thresholds are strongly dependent on the local boundary conditions of the monitored network, the initial setup is costly and time consuming, and the risk of undetected leaks or false alarms increases. This work aims to investigate leak detection methods based on the inherent properties of the measured signals instead of their relative amplitude. In particular, the possibility of detecting water leaks in small-diameter plastic pipes by analyzing the autocorrelation function of vibro-acoustic signals is assessed. An experimental campaign is conducted in a full-scale test facility that simulates the actual network. The measurements concerning artificially generated leaks are attained by two accelerometers and one hydrophone. The experimental results confirm the effectiveness of the proposed approach, which is therefore proven as a promising tool for leak detection.

Highlights

  • The active control of leaks is essential for limiting losses affecting water distribution networks, which may reach a sizeable percentage of the input volume [1,2,3]

  • The main objective of the present research is developing novel leak detection methods based on the inherent properties of the measured signals, rather than methods based on a comparison between vibration levels, being possibly independent from the local boundary conditions of the monitored pipe location

  • Measurements associated with the non-leaking conditions were characterized by similar values of KR

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Summary

Introduction

The active control of leaks is essential for limiting losses affecting water distribution networks, which may reach a sizeable percentage of the input volume [1,2,3]. Techniques based on the monitoring of leak-related noise and vibrations are by far the most commonly adopted [4,5,6,7,8,9,10,15,16]. These techniques are non-invasive and can be applied without altering the operational conditions of the network.

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