Abstract

Improving the resilience of water distribution systems (WDSs) to handle natural disasters (e.g., earthquakes) is a critical step toward sustainable urban water management. This requires the water utility to be able to respond quickly to such disaster events, and in an organized manner, to prioritize the use of available resources to restore service rapidly while minimizing the negative impacts. Many methods have been developed to evaluate the WDS resilience, but few efforts are made so far to improve the resilience of a postdisaster WDS through identifying optimal sequencing of recovery actions. To address this gap, the authors propose a new dynamic optimization framework in this study in which the resilience of a postdisaster WDS is evaluated using six different metrics. A tailored genetic algorithm is developed to solve the complex optimization problem driven by these metrics. The proposed framework is demonstrated using a real-world WDS with 6,064 pipes. Results obtained show that the proposed framework successfully identifies near-optimal sequencing of recovery actions for this complex WDS. The gained insights, conditional on the specific attributes of the case study, include the following: (1) the near-optimal sequencing of a recovery strategy heavily depends on the damage properties of the WDS; (2) replacements of damaged elements tend to be scheduled at the intermediate-late stages of the recovery process due to their long operation time; and (3) interventions to damaged pipe elements near critical facilities (e.g., hospitals) should not be necessarily the first priority to recover due to complex hydraulic interactions within the WDS.

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Data Availability Statement

All data and models used during the study appear in the published article, and the codes generated during the study are available from the corresponding author by request.

Acknowledgments

This work is funded by the National Science and Technology Major Project for Water Pollution Control and Treatment (2017ZX07201004); the Excellent Youth Natural Science Foundation of Zhejiang Province (LR19E080003); the Funds for International Cooperation and Exchange of the National Natural Science Foundation of China (No. 51761145022); and The National Natural Science Foundation of China (No. 51708491).

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 146Issue 2February 2020

History

Received: Mar 10, 2019
Accepted: Jul 24, 2019
Published online: Dec 4, 2019
Published in print: Feb 1, 2020
Discussion open until: May 4, 2020

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Qingzhou Zhang [email protected]
Postdoctoral Researcher, College of Civil Engineering and Architecture, Zhejiang Univ., Anzhong Bldg., Zijingang Campus, 866 Yuhangtang Rd., Hangzhou 310058, China. Email: [email protected]
Feifei Zheng [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Anzhong Bldg., Zijingang Campus, 866 Yuhangtang Rd., Hangzhou 310058, China (corresponding author). Email: [email protected]
Professor, Center for Eco-Environmental Research, Nanjing Hydraulic Research Institute, Room 201, River and Habour Bldg., Hujuguan 34, Nanjing 210029, China. ORCID: https://orcid.org/0000-0003-0905-7591. Email: [email protected]
Zoran Kapelan, M.ASCE [email protected]
Professor, Dept. of Water Management, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands. Email: [email protected]
Senior Lecturer, Faculty of Technology, De Montfort Univ., Mill Ln., Leicester LE2 7DR, UK. ORCID: https://orcid.org/0000-0003-2315-9455. Email: [email protected]
Kejia Zhang [email protected]
Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Anzhong Bldg., Zijingang Campus, 866 Yuhangtang Rd., Hangzhou 310058, China. Email: [email protected]
Postdoctoral Researcher, College of Civil Engineering and Architecture, Zhejiang Univ., Anzhong Bldg., Zijingang Campus, 866 Yuhangtang Rd., Hangzhou 310058, China. Email: [email protected]

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