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    Selection of Pumping Configuration for Closed Water Distribution Systems

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 006
    Author:
    Thomas Walski
    ,
    Enrico Creaco
    DOI: 10.1061/(ASCE)WR.1943-5452.0000635
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides an insight into the selection of the most suitable configuration for closed distribution systems (i.e., systems with no storage capacity). The analysis is developed considering a wide ranges of operational scenarios in terms of flows and required heads. For each scenario, various design configurations are considered and compared. Results show that using more than a minimum of pumps can have lower operational and total costs thanks to the pumps operating closer to their best efficiency point. Small additional benefits in terms of operational and total costs may be obtained as a result of the introduction of the variable speed drive in at least one of the station pumps. Similar costs are obtained in the configuration where large pumps are flanked by a small jockey pump operating at low demand times. The design solution made up of large pumps fitted with a downstream hydropneumatic tank also represents a valid alternative option from the economical viewpoint for small flows.
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      Selection of Pumping Configuration for Closed Water Distribution Systems

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    contributor authorThomas Walski
    contributor authorEnrico Creaco
    date accessioned2017-12-30T13:02:21Z
    date available2017-12-30T13:02:21Z
    date issued2016
    identifier other%28ASCE%29WR.1943-5452.0000635.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244864
    description abstractThis paper provides an insight into the selection of the most suitable configuration for closed distribution systems (i.e., systems with no storage capacity). The analysis is developed considering a wide ranges of operational scenarios in terms of flows and required heads. For each scenario, various design configurations are considered and compared. Results show that using more than a minimum of pumps can have lower operational and total costs thanks to the pumps operating closer to their best efficiency point. Small additional benefits in terms of operational and total costs may be obtained as a result of the introduction of the variable speed drive in at least one of the station pumps. Similar costs are obtained in the configuration where large pumps are flanked by a small jockey pump operating at low demand times. The design solution made up of large pumps fitted with a downstream hydropneumatic tank also represents a valid alternative option from the economical viewpoint for small flows.
    publisherAmerican Society of Civil Engineers
    titleSelection of Pumping Configuration for Closed Water Distribution Systems
    typeJournal Paper
    journal volume142
    journal issue6
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000635
    page04016009
    treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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