Technical Papers
Nov 19, 2018

Skeletonizing Pipes in Series within Urban Water Distribution Systems Using a Transient-Based Method

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Publication: Journal of Hydraulic Engineering
Volume 145, Issue 2

Abstract

Many skeletonization methods are available to simplify the configuration of urban water distribution systems (WDS) to enable hydraulic modeling and analysis. However, these approaches are generally based on steady-state hydraulic analysis, and hence the skeletonized systems cannot represent the underlying transient properties of the original systems, resulting in potential risk when handling transient events (e.g., pipe bursts). To this end, this paper proposes a transient-based method to ensure the skeletonized systems can capture the overall transient properties of the original WDS. Two criteria are proposed as principles to skeletonize pipes in series, and three assessment metrics are adopted to evaluate the transient performance of the skeletonized systems. Two WDS are used to demonstrate the effectiveness of the proposed method. Results show that the skeletonized systems produced by the proposed approach match well with the original WDS in transient dynamics. Although not all transient details can be captured, the proposed approach significantly outperforms the traditional steady-state–based method. The proposed approach offers an important tool to enable effective skeletonization of WDS for transient modeling and analysis.

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Acknowledgments

Corresponding author Professor Zheng was funded by The National Science and Technology Major Project for Water Pollution Control and Treatment (2017ZX07201004) and The National Natural Science Foundation of China (Grant No. 51708491). Dr. Duan was supported by the Hong Kong Research Grants Council (RGC) under Project No. 15201017. Professor Guo was supported by the IWHR Research & Development Support Program (Grant No. HY0145B802017).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 145Issue 2February 2019

History

Received: Mar 27, 2018
Accepted: Jul 27, 2018
Published online: Nov 19, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 19, 2019

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Postdoctoral Fellow, College of Civil Engineering and Architecture, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, China. Email: [email protected]
Feifei Zheng [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, China (corresponding author). Email: [email protected]
Huan-Feng Duan, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon 999077, Hong Kong. Email: [email protected]
Tuqiao Zhang [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, China. Email: [email protected]
Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, A-1 Fuxing Rd., Haidian District, Beijing 100038, China. Email: [email protected]
Qingzhou Zhang [email protected]
Postdoctoral Fellow, College of Civil Engineering and Architecture, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, China. Email: [email protected]

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