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    Redundancy-Driven Resilience in Optimal Design of Water Distribution Networks

    Source: Journal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 009::page 04025037-1
    Author:
    Caetano, João
    ,
    Ferreira, Bruno
    ,
    Carriço, Nelson
    ,
    Covas, Dídia
    DOI: 10.1061/JWRMD5.WRENG-6613
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper proposes a new coefficient, a loop-diameter-uniformity coefficient (CLRI), to be integrated in the original Todini’s resilience index for promoting the creation of hydraulic-loops in the optimal design problems of water distribution ...
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      Redundancy-Driven Resilience in Optimal Design of Water Distribution Networks

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313914
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    contributor authorCaetano, João
    contributor authorFerreira, Bruno
    contributor authorCarriço, Nelson
    contributor authorCovas, Dídia
    date accessioned2026-08-20T21:04:42Z
    date available2026-08-20T21:04:42Z
    date copyright2025/07/02
    date issued2025
    identifier otherJWRMD5.WRENG-6613.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313914
    description abstractAbstractThis paper proposes a new coefficient, a loop-diameter-uniformity coefficient (CLRI), to be integrated in the original Todini’s resilience index for promoting the creation of hydraulic-loops in the optimal design problems of water distribution ...
    publisherAmerican Society of Civil Engineers
    titleRedundancy-Driven Resilience in Optimal Design of Water Distribution Networks
    typeJournal Article
    journal volume151
    journal issue9
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/JWRMD5.WRENG-6613
    journal fristpage04025037-1
    journal lastpage04025037-16
    page16
    treeJournal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 009
    contenttypeFulltext
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