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Optimal Placement and Operation of Chlorine Booster Stations: A Multi-Level Optimization Approach

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Listed:
  • Joseph D. Pineda Sandoval

    (Student of Doctoral Program on Water Sciences and Technology, Engineering Division, Universidad de Guanajuato, Av. Juárez No. 77, Centro, Guanajuato 36000, Mexico)

  • Bruno Melo Brentan

    (Hydraulic Engineering and Water Resources Department, School of Engineering, Federal University of Minas Gerais, Av. Antônio Carlos, 6627, Belo Horizonte CEP 31270-901, Brazil)

  • Gustavo Meirelles Lima

    (Hydraulic Engineering and Water Resources Department, School of Engineering, Federal University of Minas Gerais, Av. Antônio Carlos, 6627, Belo Horizonte CEP 31270-901, Brazil)

  • Daniel Hernández Cervantes

    (Student of Doctoral Program on Water Sciences and Technology, Engineering Division, Universidad de Guanajuato, Av. Juárez No. 77, Centro, Guanajuato 36000, Mexico)

  • Daniel A. García Cervantes

    (Engineering Division, Universidad de Guanajuato, Av. Juárez No. 77, Centro, Guanajuato 36000, Mexico)

  • Helena M. Ramos

    (Department of Civil Engineering, Architecture and Georesources, CERIS, Instituto Superior Técnico, University of Lisbon, 1049-001 Lisbon, Portugal)

  • Xitlali Delgado Galván

    (Geomatics and Hydraulic Engineering Department, Universidad de Guanajuato, Av. Juárez No. 77, Centro, Guanajuato 36000, Mexico)

  • José de Jesús Mora Rodríguez

    (Geomatics and Hydraulic Engineering Department, Universidad de Guanajuato, Av. Juárez No. 77, Centro, Guanajuato 36000, Mexico)

Abstract

Chlorine demand as a disinfectant for water utility impacts on unintended energy consumption from electrolysis manufacture; thus, diminishing the chlorine consumption also reduces the environmental impact and energy consumption. Problems of disinfectant distribution and uniformity in Water Distribution Networks (WDN) are associated with the exponential urban growth and the physical and biochemical difficulties within the network. This study optimizes Chlorine Booster Stations (CBS) location on a network with two main objectives; (1) to deliver minimal Free Residual Chlorine (FRC) throughout all demand nodes according to country regulations, and (2) to reduce day chlorine mass concentration supplied in the system by applying an hour time pattern in CBS, consequently associated economic, energy and environmental impacts complying with regulatory standards. The application is demonstrated on a real-world WDN modeled from Guanajuato, Mexico. The resulting optimal location and disinfectant dosage schedule in CBS provided insights on maintaining disinfectant residuals throughout all the WDN to prevent health issues and diminishing chlorine consumption.

Suggested Citation

  • Joseph D. Pineda Sandoval & Bruno Melo Brentan & Gustavo Meirelles Lima & Daniel Hernández Cervantes & Daniel A. García Cervantes & Helena M. Ramos & Xitlali Delgado Galván & José de Jesús Mora Rodríg, 2021. "Optimal Placement and Operation of Chlorine Booster Stations: A Multi-Level Optimization Approach," Energies, MDPI, vol. 14(18), pages 1-23, September.
    • Handle: RePEc:gam:jeners:v:14:y:2021:i:18:p:5806-:d:635305
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    References listed on IDEAS

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    1. Dennis Chang & David T. Allen, 1997. "Minimizing Chlorine Use: Assessing the Trade‐offs Between Cost and Chlorine Reduction in Chemical Manufacturing," Journal of Industrial Ecology, Yale University, vol. 1(2), pages 111-134, April.
    2. Pecci, Filippo & Stoianov, Ivan & Ostfeld, Avi, 2021. "Relax-tighten-round algorithm for optimal placement and control of valves and chlorine boosters in water networks," European Journal of Operational Research, Elsevier, vol. 295(2), pages 690-698.
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