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Water Hammer Control Analysis of an Intelligent Surge Tank with Spring Self-Adaptive Auxiliary Control System

Author

Listed:
  • Wuyi Wan

    (Department of Hydraulic Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China)

  • Boran Zhang

    (Department of Hydraulic Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
    Department of Engineering, University of Cambridge, Cambridge CB2 1PZ, UK)

  • Xiaoyi Chen

    (Department of Hydraulic Engineering, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China)

  • Jijian Lian

    (State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China)

Abstract

The water hammer can cause great risks in water supply pipe systems. A surge tank is a kind of general water hammer control device. In order to improve the behavior of the surge tank, a self-adaptive auxiliary control (SAC) system was proposed in this paper. The system can optimize the response of the surge tank according to the transient pressure. The numerical model and the matched boundary conditions were established to simulate the improved surge tank and optimize the SAC system. Then, various transient responses were simulated by the proposed model with different parameters set. The proposed system is validated by comparing the water hammer process in a river-pipe-valve (RLV) system with and without SAC. The results show that the SAC can greatly improve the water hammer control of the pipeline and the water level oscillation of the surge tank. With the SAC system, the required vertical size of the surge tank can be significantly reduced with the desired water hammer control function.

Suggested Citation

  • Wuyi Wan & Boran Zhang & Xiaoyi Chen & Jijian Lian, 2019. "Water Hammer Control Analysis of an Intelligent Surge Tank with Spring Self-Adaptive Auxiliary Control System," Energies, MDPI, vol. 12(13), pages 1-19, July.
    • Handle: RePEc:gam:jeners:v:12:y:2019:i:13:p:2527-:d:244622
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    References listed on IDEAS

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    1. Riasi, Alireza & Tazraei, Pedram, 2017. "Numerical analysis of the hydraulic transient response in the presence of surge tanks and relief valves," Renewable Energy, Elsevier, vol. 107(C), pages 138-146.
    2. Jianzhong Zhou & Yanhe Xu & Yang Zheng & Yuncheng Zhang, 2017. "Optimization of Guide Vane Closing Schemes of Pumped Storage Hydro Unit Using an Enhanced Multi-Objective Gravitational Search Algorithm," Energies, MDPI, vol. 10(7), pages 1-23, July.
    3. Guo, Wencheng & Yang, Jiandong & Teng, Yi, 2017. "Surge wave characteristics for hydropower station with upstream series double surge tanks in load rejection transient," Renewable Energy, Elsevier, vol. 108(C), pages 488-501.
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    Cited by:

    1. Yong Wang & Nan Wei & Dejun Wan & Shouxi Wang & Zongming Yuan, 2019. "Numerical Simulation for Preheating New Submarine Hot Oil Pipelines," Energies, MDPI, vol. 12(18), pages 1-26, September.
    2. Mohammad Mahmoudi-Rad & Mohammad Najafzadeh, 2023. "Effects of Surge Tank Geometry on the Water Hammer Phenomenon: Numerical Investigation," Sustainability, MDPI, vol. 15(3), pages 1-19, January.
    3. Sanghyun Kim & Dooyong Choi, 2022. "Dimensionless Impedance Method for General Design of Surge Tank in Simple Pipeline Systems," Energies, MDPI, vol. 15(10), pages 1-13, May.
    4. Michał Kubrak & Agnieszka Malesińska & Apoloniusz Kodura & Kamil Urbanowicz & Paweł Bury & Michał Stosiak, 2021. "Water Hammer Control Using Additional Branched HDPE Pipe," Energies, MDPI, vol. 14(23), pages 1-18, November.
    5. Michał Kubrak & Agnieszka Malesińska & Apoloniusz Kodura & Kamil Urbanowicz & Michał Stosiak, 2021. "Hydraulic Transients in Viscoelastic Pipeline System with Sudden Cross-Section Changes," Energies, MDPI, vol. 14(14), pages 1-12, July.

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