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Analysis of Transient Flow Caused by Fluctuating Consumptions in Pipe Networks: A Many-Objective Genetic Algorithm Approach

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  • Ali Haghighi

Abstract

Small, but fast fluctuating consumptions in a pipe network can lead to severe transient flows. Such fluctuations are stochastic in nature and, cannot be explicitly identified and analyzed for the systems in operation. This study introduces a mathematical model for taking into account the fluctuating consumptions in analysis and design of pipe networks. For this purpose, the fluctuations are simulated by two successive triangular pulses with adjustable geometry. A many-objective optimization problem is developed to find the worst maximum and minimum pressure heads. A new scheme of genetic algorithms is developed to find the extreme values of all pressure heads in only one single simulation run. The proposed model is applied to two water distribution networks. It is found that, the transient flow caused by fast fluctuating consumptions could seriously affect the system’s performance. For instance, analyzing a real pipe network reveals that, when the fluctuations are critically combined, the nodal pressure heads averagely change by 29 % (13 to 88 %) and −43 % (−16 to −177 %) with respect to the initial steady state. Copyright Springer Science+Business Media Dordrecht 2015

Suggested Citation

  • Ali Haghighi, 2015. "Analysis of Transient Flow Caused by Fluctuating Consumptions in Pipe Networks: A Many-Objective Genetic Algorithm Approach," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 29(7), pages 2233-2248, May.
    • Handle: RePEc:spr:waterr:v:29:y:2015:i:7:p:2233-2248
    DOI: 10.1007/s11269-015-0938-6
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    References listed on IDEAS

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    1. Ali Haghighi & Helena Ramos, 2012. "Detection of Leakage Freshwater and Friction Factor Calibration in Drinking Networks Using Central Force Optimization," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 26(8), pages 2347-2363, June.
    2. Helena Ramos & Silja Tamminen & Dídia Covas, 2009. "Water Supply System Performance for Different Pipe Materials Part II: Sensitivity Analysis to Pressure Variation," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 23(2), pages 367-393, January.
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    1. Suranji Rathnayaka & Benjamin Shannon & Pathmanathan Rajeev & Jayantha Kodikara, 2016. "Monitoring of Pressure Transients in Water Supply Networks," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 30(2), pages 471-485, January.
    2. Yuan Huang & Huan-Feng Duan & Ming Zhao & Qingzhou Zhang & Hongbin Zhao & Ke Zhang, 2017. "Transient Influence Zone Based Decomposition of Water Distribution Networks for Efficient Transient Analysis," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 31(6), pages 1915-1929, April.
    3. Suranji Rathnayaka & Benjamin Shannon & Pathmanathan Rajeev & Jayantha Kodikara, 2016. "Monitoring of Pressure Transients in Water Supply Networks," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 30(2), pages 471-485, January.
    4. Adell Moradi Sabzkouhi & Ali Haghighi, 2018. "Uncertainty Analysis of Transient Flow in Water Distribution Networks," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 32(12), pages 3853-3870, September.

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