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    Optimal Location of PRVs and Turbines in Water Distribution Systems

    Source: Journal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 009
    Author:
    Maurizio Giugni
    ,
    Nicola Fontana
    ,
    Antonio Ranucci
    DOI: 10.1061/(ASCE)WR.1943-5452.0000418
    Publisher: American Society of Civil Engineers
    Abstract: Pressure reducing valves (PRVs) are often used to manage pressure and reduce losses in water distribution systems (WDS). Different approaches are available in the literature on how to locate and set the PRVs in order to maximize their effectiveness and minimize water losses. The available methodologies minimize the mean square difference between the actual and the target pressure at each node. Since the excess head can be used also to generate hydropower by using turbines and/or pumps as turbines (PATs), a different objective function could be suggested to maximize energy production. Consequently, a comprehensive analysis will be developed in the paper which highlights the differences between the preexisting approach and the suggested one, in terms of device location, pressure reduction, and recoverable energy. Numerical simulations showed that minimizing pressure may also affect the production of energy, while maximizing the energy production itself could be an attractive alternative, leading to higher generation and only a slight increase of the average node pressure.
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      Optimal Location of PRVs and Turbines in Water Distribution Systems

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    contributor authorMaurizio Giugni
    contributor authorNicola Fontana
    contributor authorAntonio Ranucci
    date accessioned2017-05-08T22:03:56Z
    date available2017-05-08T22:03:56Z
    date copyrightSeptember 2014
    date issued2014
    identifier other%28asce%29ww%2E1943-5460%2E0000049.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70274
    description abstractPressure reducing valves (PRVs) are often used to manage pressure and reduce losses in water distribution systems (WDS). Different approaches are available in the literature on how to locate and set the PRVs in order to maximize their effectiveness and minimize water losses. The available methodologies minimize the mean square difference between the actual and the target pressure at each node. Since the excess head can be used also to generate hydropower by using turbines and/or pumps as turbines (PATs), a different objective function could be suggested to maximize energy production. Consequently, a comprehensive analysis will be developed in the paper which highlights the differences between the preexisting approach and the suggested one, in terms of device location, pressure reduction, and recoverable energy. Numerical simulations showed that minimizing pressure may also affect the production of energy, while maximizing the energy production itself could be an attractive alternative, leading to higher generation and only a slight increase of the average node pressure.
    publisherAmerican Society of Civil Engineers
    titleOptimal Location of PRVs and Turbines in Water Distribution Systems
    typeJournal Paper
    journal volume140
    journal issue9
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000418
    treeJournal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 009
    contenttypeFulltext
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