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Pressure Sampling Design for Estimating Nodal Water Demand in Water Distribution Systems

Author

Listed:
  • Yu Shao

    (Zhejiang University, Key Laboratory of Drinking Water Safety and Distribution Technology of Zhejiang Province)

  • Kun Li

    (Zhejiang University, Key Laboratory of Drinking Water Safety and Distribution Technology of Zhejiang Province)

  • Tuqiao Zhang

    (Zhejiang University, Key Laboratory of Drinking Water Safety and Distribution Technology of Zhejiang Province)

  • Weilin Ao

    (SiChuan Communication Surveying & Design Institute Co., LTD)

  • Shipeng Chu

    (Zhejiang University, Key Laboratory of Drinking Water Safety and Distribution Technology of Zhejiang Province)

Abstract

The water distribution system (WDS) hydraulic model is extensively used for design and management of WDS. The nodal water demand is the crucial parameter of the model that requires accurate estimating by the pressure measurements. Proper pressure sampling design is essential for estimating nodal water demand and improving model accuracy. Existing research has emphasized the need to enhance the observability of monitoring systems and mitigate the adverse effects of monitoring noise. However, methods that simultaneously consider both of these factors in sampling design have not been adequately studied. In this study, a novel two-objective sampling design method is developed to improve the system observability and mitigate the adverse effects of monitoring noise. The approach is applied to a realistic network and results demonstrate that the developed approach can effectively improve the observability and robustness of the system especially when considerable measurement noise is considered.

Suggested Citation

  • Yu Shao & Kun Li & Tuqiao Zhang & Weilin Ao & Shipeng Chu, 2024. "Pressure Sampling Design for Estimating Nodal Water Demand in Water Distribution Systems," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 38(4), pages 1511-1527, March.
  • Handle: RePEc:spr:waterr:v:38:y:2024:i:4:d:10.1007_s11269-024-03736-9
    DOI: 10.1007/s11269-024-03736-9
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    References listed on IDEAS

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    1. Andrea Menapace & Diego Avesani, 2019. "Global Gradient Algorithm Extension to Distributed Pressure Driven Pipe Demand Model," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 33(5), pages 1717-1736, March.
    2. Shipeng Chu & Tuqiao Zhang & Xinhong Zhou & Tingchao Yu & Yu Shao, 2022. "An Efficient Approach for Nodal Water Demand Estimation in Large-scale Water Distribution Systems," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 36(2), pages 491-505, January.
    3. Mehdi Dini & Massoud Tabesh, 2014. "A New Method for Simultaneous Calibration of Demand Pattern and Hazen-Williams Coefficients in Water Distribution Systems," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 28(7), pages 2021-2034, May.
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