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contributor authorGimoon Jeong
contributor authorDoosun Kang
date accessioned2022-01-30T20:16:18Z
date available2022-01-30T20:16:18Z
date issued2020
identifier other%28ASCE%29WR.1943-5452.0001158.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266793
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.
publisherASCE
titleHydraulic Uniformity Index for Water Distribution Networks
typeJournal Paper
journal volume146
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0001158
page04019078
treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 002
contenttypeFulltext


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