Abstract

AbstractThe use of statistical models to predict pipe failures has become an important tool for proactive management of drinking water networks. This targeted review provides an overview of the evolution of existing statistical models, grouped into three categories: deterministic, probabilistic and machine learning. The main advantage of deterministic models is simplicity and relatively minimal data requirements. Deterministic models predicting failure rates for the network or large groups of pipes perform well. These models are also useful for shorter prediction intervals that describe the influences of seasonality. Probabilistic models can accommodate randomness and are useful for predicting time-to-failure, interarrival times and the probability of failure. Probability models are useful for individual pipe models. Generally, machine learning approaches describe large complex data more accurately and can improve predictions for individual pipe failure models yet is complex and requires expert knowledge. Non-parametric models are better suited to the non-linear relationships between pipe failure variables. Census data and socio-economic data require further research. Choosing the most appropriate statistical model requires careful consideration of the type of variables, prediction interval, spatial level, response type and level of inference required.

Highlights

  • Developing reliable infrastructure decision-making tools is essential for managing large deteriorating Water Distribution Networks (WDNs), which pose economic, societal, and environmental threats if they fail

  • One area of innovation and opportunity is predictive pipe failure modelling, an area that focuses on predicting the time and location of pipe failures, and a variety of such statistical models exist in the literature

  • Pipe failure models were developed with the emergence of modern asset management and a drive to understand the cost of pipe failures

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Summary

INTRODUCTION

Developing reliable infrastructure decision-making tools is essential for managing large deteriorating Water Distribution Networks (WDNs), which pose economic, societal, and environmental threats if they fail Water companies use pipe failure models in seeking new ways to understand and manage assets Many such approaches focus on medium (annual) to long term (.annual) planning and concern the vital area of asset management, assessing the condition of a WDN and exploring strategies for pipe replacement, rehabilitation, and maintenance. We use a targeted or focussed review process, selecting high-quality articles over time that help identify the trend and current state of pipe failure models, rather than an exhaustive list of literature or literature from a specific period or type. This approach is a means of discussing a narrative of change and progression in statistical pipe failure models.

HEURISTIC MODELS
PHYSICAL MODELS
STATISTICAL MODELS
Multivariate regression
Generalised models
Zero-Inflated models
Comments
Survival analysis
Logistic regression
Bayesian models and expert knowledge
Non-homogenous poisson process
Machine learning
Clustering
Artificial neural networks
Evolutionary polynomial regression
Support vector machines
Tree models
SUMMARY AND STATISTICAL MODEL DECISION AID
Findings
CONCLUSIONS
Full Text
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