Show simple item record

dc.contributor.authorGimoon Jeong
dc.contributor.authorDoosun Kang
dc.date.accessioned2022-01-30T20:16:18Z
dc.date.available2022-01-30T20:16:18Z
dc.date.issued2020
dc.identifier.other%28ASCE%29WR.1943-5452.0001158.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266793
dc.description.abstractVarious reliability measures have been developed to evaluate design and operational aspects of water distribution system (WDS) performance. Conventional reliability indicators mainly focus on nodal supply conditions, such as nodal pressure and available discharge. Here, a new link-based reliability index is proposed that considers pipe head loss–distribution throughout a network. The proposed index, the hydraulic uniformity index (HUI), is approximated using the equivalent hydraulic gradient and intends to distribute the hydraulic gradient as uniformly as possible throughout the network by enlarging steep-gradient pipes and reducing the size of low-gradient pipes, while satisfying the design constraints. The HUI is intended to overcome the shortcomings of conventional node-based indices by synchronizing the evaluation components with the design elements for intuitive system evaluation. An applied study using the Hanoi benchmark network demonstrates that the proposed HUI can be used as an indicator to evaluate system design and operational reliability.
dc.publisherASCE
dc.titleHydraulic Uniformity Index for Water Distribution Networks
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue2
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001158
dc.page04019078
dc.treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 002
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record