Improving the Understanding of Secondary Impacts of Isolation Valve Closures on the Performance of Water Distribution Systems

Journal Article (2024)
Author(s)

Zixuan Zheng (Zhejiang University - Hangzhou)

Feifei Zheng (Zhejiang University - Hangzhou)

Zhexian Qi (Zhejiang University - Hangzhou)

Jinhua Wen (Zhejiang Institute of Hydraulics and Estuary)

Junyi Chen (Zhejiang University - Hangzhou)

Huan Feng Duan (The Hong Kong Polytechnic University)

Dragan Savic (KWR Water Research Institute, University of Belgrade, University of Exeter)

Zoran Kapelan (TU Delft - Sanitary Engineering)

Research Group
Sanitary Engineering
DOI related publication
https://doi.org/10.1061/JWRMD5.WRENG-6505 Final published version
More Info
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Publication Year
2024
Language
English
Research Group
Sanitary Engineering
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.
Journal title
Journal of Water Resources Planning and Management
Issue number
8
Volume number
150
Article number
04024023
Downloads counter
316
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Abstract

Isolation valve closures (IVCs) can effectively assist pipe maintenance and management in water distribution systems (WDSs), but they inevitably cause secondary impacts on the WDS’s performance. Previous studies have mainly focused on how to optimally operate or locate valves, but few efforts have been made on investigating the secondary impacts induced by IVCs. To this end, six quantitative metrics are proposed to comprehensively evaluate physical, hydraulic, and water quality impacts caused by IVCs. These metrics are used to explore how different network topologies, valve closing strategies, and valve placement strategies affect an IVC’s overall impact on WDS performance. Applications to three real WDSs show the following: (1) the proposed metrics can effectively reveal underlying impacts caused by IVCs, especially the associated water quality risk that has rarely been considered before; (2) in addition to their surrounding pipes, IVCs can affect the water quality in pipes that are far away from the isolated segments; (3) a highly looped WDS is more likely to have higher water quality risk (e.g., due to flow direction reversal) but a lower hydraulic influence level (e.g., low pressure) compared to a WDS with many branched structures; and (4) while closing valves near the failed pipe is an overall strategy to reduce hydraulic impacts, it may also produce high water quality risk. The proposed metrics and the assessment framework are practically meaningful as they offer not only an improved understanding of the secondary impacts caused by IVCs, but also guidance for the decision-making process regarding valve maintenance and management.

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