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Pipeline Failure and Deterioration Models

Research output: Chapter in Book/Report/Conference proceedingChapterpeer-review

Abstract

The utility managers and other authorities rely on location-specific pipeline failure information to develop and implement long- and short-term management plans. The pipeline failure or deterioration depends on multiple pipe dependent, time-dependent, and pipe and time-dependent factors. For this, substantial efforts have been made to develop pipeline failure or deterioration prediction models using different statistical models like regression-based, survival analysis-based, and Bayesian inference-based models. The performance of these models depends significantly on the quantity and quality of available data. Most prediction models focus on larger utilities where sufficient amount of pipeline failure and other related information is available. Small and medium-size utilities often suffer due to technical and financial resource shortages and data scarcity. It is essential to consider model uncertainties for pipeline failure or deterioration prediction model development. In this study, a brief review of existing regression-based, survival analysis-based, and Bayesian inference-based pipeline failure prediction models are presented. To demonstrate the applicability of different pipeline failure and deterioration prediction models, the pipeline failure data of the City of Calgary is considered.

Original languageEnglish
Title of host publicationEncyclopedia of Water
Subtitle of host publicationScience, Technology, and Society
Publisherwiley
Pages1-14
Number of pages14
ISBN (Electronic)9781119300762
ISBN (Print)9781119300755
DOIs
StatePublished - 1 Jan 2020
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2019 John Wiley & Sons, Inc. All rights reserved.

Keywords

  • deterioration
  • pipeline failure
  • regression
  • survival analysis
  • uncertainty
  • water supply system

ASJC Scopus subject areas

  • General Chemistry

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