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Influence Mechanism of Geometric Characteristics of Water Conveyance System on Extreme Water Hammer during Load Rejection in Pumped Storage Plants

Author

Listed:
  • Sheng Chen

    (College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China)

  • Jian Zhang

    (College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China)

  • Gaohui Li

    (Powerchina Huadong Engineering Corporation Limited, Hangzhou 311122, China)

  • Xiaodong Yu

    (College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China)

Abstract

Pumped storage plants (PSPs) have achieved rapid development and deployment worldwide since the penetration of intermittent renewable energy sources (RES). Hydraulic transient analysis in the PSP, to obtain the control parameters such as extreme water hammer pressure, is vital to the safe design of water conveyance system. Empirically, simultaneous load rejection (SLR) is commonly accepted as the control condition for extreme water hammer, while it is not completely true for the PSP. Employing theoretical analysis and numerical simulation, this study systematically investigates the effects of geometric characteristics on the extreme water hammer, and reveals the mechanism leading to the maximum spiral case pressure (SCP) during a two-stage load rejection (TLR) process. The results indicate that the extreme water hammer pressure is closely related to geometric characteristics of the water conveyance system, performing the allocation of the water inertia time constant of the main and branch pipelines. When the water inertia time constant in the branch pipe is dominant ( η 1 > 0.24 for example), the maximum SCP will occur in TLR conditions rather than SLR. Moreover, the maximum SCP is almost the same, providing the water inertia time constants of both the main and branch pipelines are kept constant.

Suggested Citation

  • Sheng Chen & Jian Zhang & Gaohui Li & Xiaodong Yu, 2019. "Influence Mechanism of Geometric Characteristics of Water Conveyance System on Extreme Water Hammer during Load Rejection in Pumped Storage Plants," Energies, MDPI, vol. 12(15), pages 1-22, July.
    • Handle: RePEc:gam:jeners:v:12:y:2019:i:15:p:2854-:d:251298
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    References listed on IDEAS

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    Cited by:

    1. Jiehao Duan & Changjun Li & Jin Jin, 2022. "Establishment and Solution of Four Variable Water Hammer Mathematical Model for Conveying Pipe," Energies, MDPI, vol. 15(4), pages 1-21, February.
    2. Chen, Sheng & Wang, Jing & Zhang, Jian & Yu, Xiaodong & He, Wei, 2020. "Transient behavior of two-stage load rejection for multiple units system in pumped storage plants," Renewable Energy, Elsevier, vol. 160(C), pages 1012-1022.
    3. Jianxin Hu & Wenfeng Su & Ke Li & Kexin Wu & Ling Xue & Guolei He, 2023. "Transient Hydrodynamic Behavior of a Pump as Turbine with Varying Rotating Speed," Energies, MDPI, vol. 16(4), pages 1-17, February.
    4. Sorin-Ioan Lupa & Martin Gagnon & Sebastian Muntean & Georges Abdul-Nour, 2022. "The Impact of Water Hammer on Hydraulic Power Units," Energies, MDPI, vol. 15(4), pages 1-27, February.
    5. Cui, Zilong & Guo, Wencheng, 2023. "Multi-objective control of transient process of hydropower plant with two turbines sharing one penstock under combined operating conditions," Renewable Energy, Elsevier, vol. 206(C), pages 1275-1288.

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