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Optimal Size and Placement of Water Hammer Protective Devices in Water Conveyance Pipelines

Author

Listed:
  • J. Yazdi

    (Shahid Beheshti University)

  • A. Hokmabadi

    (Shahid Beheshti University)

  • M. R. JaliliGhazizadeh

    (Shahid Beheshti University)

Abstract

Positive and negative pressure waves caused by water hammer possibly may lead to high damages to the water conveyance pipelines. To decrease the negative effects of pressure waves, costly equipment are implemented in pipelines. An economic design of these devices that also provides the safety of the pipeline against water hammer pressure waves and cavitation can be achieved by simulation and optimization tools. In this paper, the simulation task was carried out by meta modeling. The accuracy of three meta models: artificial neural network (ANN), support vector regression (SVR) and adaptive neuro-fussy inference system (ANFIS) was evaluated. According to the results, SVR was identified as the inferior method due to low capability of generalization, ANFIS as the median, and ANN as the superior method for function approximation. Then, ANN was coupled with an evolutionary algorithm (EA), Differential Evolution (DE) to find the optimal size and location of water hammer control devices in a water pipeline. Optimization was carried out on two single- and multi-objective approaches. The results showed that multi-objective optimization approach presents better designs than the single objective approach and optimal designs obtained by both approaches outperform the current setup of the water hammer facilities in terms of both costs and functionality. The single objective-based design could decrease the costs up to 12.5% whereas multi-objective approach was able to reach nearly 30% cost saving with higher level of the safety against cavitation. Results also showed that air chamber is the most effective device and air-valves have little effect for pipeline protection against water hammer.

Suggested Citation

  • J. Yazdi & A. Hokmabadi & M. R. JaliliGhazizadeh, 2019. "Optimal Size and Placement of Water Hammer Protective Devices in Water Conveyance Pipelines," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 33(2), pages 569-590, January.
    • Handle: RePEc:spr:waterr:v:33:y:2019:i:2:d:10.1007_s11269-018-2120-4
    DOI: 10.1007/s11269-018-2120-4
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    References listed on IDEAS

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    1. J. Yazdi, 2016. "Decomposition based Multi Objective Evolutionary Algorithms for Design of Large-Scale Water Distribution Networks," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 30(8), pages 2749-2766, June.
    2. J. Yazdi & A. Moridi, 2018. "Multi-Objective Differential Evolution for Design of Cascade Hydropower Reservoir Systems," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 32(14), pages 4779-4791, November.
    3. Kendir, Tarik Efe & Ozdamar, Aydogan, 2013. "Numerical and experimental investigation of optimum surge tank forms in hydroelectric power plants," Renewable Energy, Elsevier, vol. 60(C), pages 323-331.
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    Cited by:

    1. Mohammad Bostan & Amir Hossein Azimi & Ali Akbar Akhtari & Hossein Bonakdari, 2021. "An Implicit Approach for Numerical Simulation of Water Hammer Induced Pressure in a Straight Pipe," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 35(15), pages 5155-5167, December.
    2. Caterina Capponi & Bruno Brunone & Filomena Maietta & Silvia Meniconi, 2023. "Hydraulic Diagnostic Kit for the Automatic Expeditious Survey of in-line Valve Sealing in Long, Large Diameter Transmission Mains," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 37(5), pages 1931-1945, March.

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