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Investigating the Suitability of Concept Drift Detection for Detecting Leakages in Water Distribution Networks

Valerie Vaquet, Fabian Hinder, Barbara Hammer

TL;DR

Leakages in water distribution networks are framed as concept drift in streaming data, and the authors compare model-loss-based and distribution-based drift detectors for real-time leakage detection using limited pressure data. With L-Town simulations, they show that distribution-based detectors, when paired with windowing strategies to remove temporal patterns, detect leaks of all sizes with practical delays, while model-loss-based methods mainly detect larger leaks due to model-generalization effects. A first drift-detection-based leakage localization approach is proposed, relying on sensor-level drift signals to identify proximity to the leak. The work demonstrates the potential of drift-aware monitoring for critical infrastructure and outlines directions for improving leakage localization and applying the approach to other domains.

Abstract

Leakages are a major risk in water distribution networks as they cause water loss and increase contamination risks. Leakage detection is a difficult task due to the complex dynamics of water distribution networks. In particular, small leakages are hard to detect. From a machine-learning perspective, leakages can be modeled as concept drift. Thus, a wide variety of drift detection schemes seems to be a suitable choice for detecting leakages. In this work, we explore the potential of model-loss-based and distribution-based drift detection methods to tackle leakage detection. We additionally discuss the issue of temporal dependencies in the data and propose a way to cope with it when applying distribution-based detection. We evaluate different methods systematically for leakages of different sizes and detection times. Additionally, we propose a first drift-detection-based technique for localizing leakages.

Investigating the Suitability of Concept Drift Detection for Detecting Leakages in Water Distribution Networks

TL;DR

Leakages in water distribution networks are framed as concept drift in streaming data, and the authors compare model-loss-based and distribution-based drift detectors for real-time leakage detection using limited pressure data. With L-Town simulations, they show that distribution-based detectors, when paired with windowing strategies to remove temporal patterns, detect leaks of all sizes with practical delays, while model-loss-based methods mainly detect larger leaks due to model-generalization effects. A first drift-detection-based leakage localization approach is proposed, relying on sensor-level drift signals to identify proximity to the leak. The work demonstrates the potential of drift-aware monitoring for critical infrastructure and outlines directions for improving leakage localization and applying the approach to other domains.

Abstract

Leakages are a major risk in water distribution networks as they cause water loss and increase contamination risks. Leakage detection is a difficult task due to the complex dynamics of water distribution networks. In particular, small leakages are hard to detect. From a machine-learning perspective, leakages can be modeled as concept drift. Thus, a wide variety of drift detection schemes seems to be a suitable choice for detecting leakages. In this work, we explore the potential of model-loss-based and distribution-based drift detection methods to tackle leakage detection. We additionally discuss the issue of temporal dependencies in the data and propose a way to cope with it when applying distribution-based detection. We evaluate different methods systematically for leakages of different sizes and detection times. Additionally, we propose a first drift-detection-based technique for localizing leakages.
Paper Structure (17 sections, 1 equation, 12 figures, 1 table)

This paper contains 17 sections, 1 equation, 12 figures, 1 table.

Figures (12)

  • Figure 1: Visualization of sensor data for one year (no leak).
  • Figure 2: Visualization of standard week (line), shaded area shows standard deviation.
  • Figure 3: Visualization of sensor residuals after subtracting standard (no leak). Orange line marks mean trend across all sensors.
  • Figure 4: Visualization of sensor residuals after subtracting value of last week (no leak). Orange line marks mean trend across all sensors.
  • Figure 5: Plot of shape curve for different windows sizes. Red line marks time point of drift, orange crosses mark candidate time points (shape heuristic) with transparency indicating value of MMD at that point.
  • ...and 7 more figures

Theorems & Definitions (2)

  • Definition 1
  • Definition 2