Abstract

: On the maintenance task list of each water distribution system (WDS) operator, determination of the order of undertaken repairs seems quite a typical task. Characteristics of damages, their localization, and other factors that influence repair sequencing have a sound impact on the execution of such tasks. In the case of the most complex cases where numerous failures of different types occur at the very same time (i.e., due to earthquakes), there is a long list of selection criteria that have to be analyzed to deliver an objectively logical schedule for repair teams. In this article, authors attempt to find out if it is possible to define pipe rankings in having obtained the best factors for defined objective functions (criteria), making it feasible to deliver judicious repair sequencing. For the purposes of this paper, a survey has been carried out. Its conclusions made it possible to propose a method to create rankings of pipes and evaluate them using a selected multicriteria decision method: preference ranking organization method for enrichment evaluation (PROMETHEE). The work was carried out for five different disaster scenarios that had been supplied by ‘The Battle of Post-Disaster Response and Restoration’ organization committee. Obtained results might be further used to finetune this sequencing method of undertaken repairs, while conclusions could be useful to model similar events in WDS when required. This article is an extended paper based on the conference preprint presented at the 1st International Water Distribution Systems Analysis (WDSA)/International Computing & Control for the Water Industry (CCWI) Joint Conference in July 23–25, 2018 in Kingston, Ontario, Canada.

Highlights

  • Emergency management in water distribution systems is a subject that has been commonly addressed in publications over the last few years [1,2,3,4]

  • The problem that has been presented in this paper discusses a number of issues such as resilience of water distribution systems (WDSs) [5,6,7,8,9], valve topology for reliability analyses [10], optimization of restoration processes [11], design of water distribution systems [12,13,14], enhancement of strategies for resilience of water distribution systems [15], methodology of water networks modeling under emergency conditions [16], resilience index for urban water systems [17,18], and recovery strategy of water distribution systems after a disaster [13]

  • Based on flow preference values (Phi) that have been presented in the PROMETHEE Flow Table, it is possible to answer the question which type of six rankings is the preferred one in this particular it is possible to answer the question which type of six rankings is the preferred one in this particular scenario

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Summary

Introduction

Emergency management in water distribution systems is a subject that has been commonly addressed in publications over the last few years [1,2,3,4]. The problem that has been presented in this paper discusses a number of issues such as resilience of water distribution systems (WDSs) [5,6,7,8,9], valve topology for reliability analyses [10], optimization of restoration processes [11], design of water distribution systems [12,13,14], enhancement of strategies for resilience of water distribution systems [15], methodology of water networks modeling under emergency conditions [16], resilience index for urban water systems [17,18], and recovery strategy of water distribution systems after a disaster [13].

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