Bayesian Failure Localization Identifies Inconsistencies between Water Distribution Network Models and Real-World Conditions

Accurately calibrated models of water distribution networks (WDNs) are crucial in predicting system behavior. However, besides imperfect calibration, more fundamental inconsistencies between WDN models and real WDNs may come from unforeseen factors between model and reality, such as topology errors from missing or excess pipe connections in the network plan, valves in unexpected settings, misspecified pipe diameters by design, incrustation or pipe aging, and leakages. Testing WDN models for inconsistencies and localizing their error sources for model improvement is crucial. Bayesian model evidence (BME) is a statistically motivated quantity that can be used to test models even in the face of uncertain parameters and uncertain data. Yet, BME cannot identify and localize inconsistencies within the network. Therefore, the current paper introduces a novel criterion called local model evidence (LME), which identifies and localizes model-to-data mismatches at specific nodes within a WDN model using Bayesian analysis principles. Based on Bayesian principles, it determines whether any given model-to-data mismatch at a WDN node is plausibly explainable by combining parameter uncertainty and measurement errors or points toward an inconsistency. We first tested the introduced LME criterion for identifying pipe failures on a widely used EPANET benchmark WDN model and then applied it to a real-life WDN. Both the test and application cases successfully demonstrated LME’s capability to identify pipe failures. In the fully controlled benchmark case, LME detected partially closed valves, while in the real-life WDN, it identified aging pipes and dimension errors. Overall, we found the LME-based Bayesian framework essential for pinpointing inconsistencies between the WDN model and real-world conditions during the precalibration stage of modeling.

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Publication Details

Journal
Journal of Water Resources Planning and Management
Published
2025-07-14
DOI
https://doi.org/10.1061/jwrmd5.wreng-6786
Primary Topic
Water Systems and Optimization
Type
article
Field-Weighted Citation Impact
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article

Bayesian Failure Localization Identifies Inconsistencies between Water Distribution Network Models and Real-World Conditions

Sergey Oladyshkin, Esad Osmancevic, Wolfgang Nowak, G. Köse et al.
Journal of Water Resources Planning and Management
Water Systems and Optimization
article

Bayesian Failure Localization Identifies Inconsistencies between Water Distribution Network Models and Real-World Conditions

Sergey Oladyshkin, Esad Osmancevic, Wolfgang Nowak, G. Köse, J. D. Salgado Zamora, F. Janotte
article en

Abstract

Accurately calibrated models of water distribution networks (WDNs) are crucial in predicting system behavior. However, besides imperfect calibration, more fundamental inconsistencies between WDN models and real WDNs may come from unforeseen factors between model and reality, such as topology errors from missing or excess pipe connections in the network plan, valves in unexpected settings, misspecified pipe diameters by design, incrustation or pipe aging, and leakages. Testing WDN models for inconsistencies and localizing their error sources for model improvement is crucial. Bayesian model evidence (BME) is a statistically motivated quantity that can be used to test models even in the face of uncertain parameters and uncertain data. Yet, BME cannot identify and localize inconsistencies within the network. Therefore, the current paper introduces a novel criterion called local model evidence (LME), which identifies and localizes model-to-data mismatches at specific nodes within a WDN model using Bayesian analysis principles. Based on Bayesian principles, it determines whether any given model-to-data mismatch at a WDN node is plausibly explainable by combining parameter uncertainty and measurement errors or points toward an inconsistency. We first tested the introduced LME criterion for identifying pipe failures on a widely used EPANET benchmark WDN model and then applied it to a real-life WDN. Both the test and application cases successfully demonstrated LME’s capability to identify pipe failures. In the fully controlled benchmark case, LME detected partially closed valves, while in the real-life WDN, it identified aging pipes and dimension errors. Overall, we found the LME-based Bayesian framework essential for pinpointing inconsistencies between the WDN model and real-world conditions during the precalibration stage of modeling.

Journal of Water Resources Planning and ManagementVol. 151(9)
University of Stuttgart (DE), Stadtwerke Münster (Germany) (DE), West Africa Vocational Education (NG)
Clean water and sanitation
Openalex Percentile: Top 82%
Water Systems and Optimization
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