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    Testing the Robustness of Two Water Distribution System Layouts under Changing Drinking Water Demand

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 008
    Author:
    Claudia Agudelo-Vera
    ,
    Mirjam Blokker
    ,
    Jan Vreeburg
    ,
    Henk Vogelaar
    ,
    Sanne Hillegers
    ,
    Jan Peter van der Hoek
    DOI: 10.1061/(ASCE)WR.1943-5452.0000658
    Publisher: American Society of Civil Engineers
    Abstract: A drinking water distribution system (DWDS) is a critical and a costly asset with a long lifetime. Drinking water demand is likely to change in the coming decades. Quantifying these changes involves large uncertainties. This paper proposes a stress test on the robustness of existing DWDS under changing drinking water demands. The stress test investigates the effects of extreme but plausible demand scenarios on the network performance. Two layouts, one conventional looped designed for fire flows and one designed as a self-cleaning, were tested. For 12 demand scenarios, diurnal patterns were simulated with the end-use model SIMDEUM. The performance of the network was evaluated on three criteria: (1) network pressure, (2) water quality, and (3) continuity of supply. Although the self-cleaning layout had higher head losses, it performed better regarding water quality than the conventional layout. Both networks are robust to the extremities of drinking water demands. The stress test is useful to quantify the performance range of the DWDS. For non-Dutch locations, the criteria and scenarios can be adapted to local conditions.
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      Testing the Robustness of Two Water Distribution System Layouts under Changing Drinking Water Demand

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    contributor authorClaudia Agudelo-Vera
    contributor authorMirjam Blokker
    contributor authorJan Vreeburg
    contributor authorHenk Vogelaar
    contributor authorSanne Hillegers
    contributor authorJan Peter van der Hoek
    date accessioned2017-12-16T09:23:19Z
    date available2017-12-16T09:23:19Z
    date issued2016
    identifier other%28ASCE%29WR.1943-5452.0000658.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242258
    description abstractA drinking water distribution system (DWDS) is a critical and a costly asset with a long lifetime. Drinking water demand is likely to change in the coming decades. Quantifying these changes involves large uncertainties. This paper proposes a stress test on the robustness of existing DWDS under changing drinking water demands. The stress test investigates the effects of extreme but plausible demand scenarios on the network performance. Two layouts, one conventional looped designed for fire flows and one designed as a self-cleaning, were tested. For 12 demand scenarios, diurnal patterns were simulated with the end-use model SIMDEUM. The performance of the network was evaluated on three criteria: (1) network pressure, (2) water quality, and (3) continuity of supply. Although the self-cleaning layout had higher head losses, it performed better regarding water quality than the conventional layout. Both networks are robust to the extremities of drinking water demands. The stress test is useful to quantify the performance range of the DWDS. For non-Dutch locations, the criteria and scenarios can be adapted to local conditions.
    publisherAmerican Society of Civil Engineers
    titleTesting the Robustness of Two Water Distribution System Layouts under Changing Drinking Water Demand
    typeJournal Paper
    journal volume142
    journal issue8
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000658
    treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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