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contributor authorRui Gabriel Souza
contributor authorGustavo Meirelles
contributor authorBruno Brentan
date accessioned2022-05-07T20:37:05Z
date available2022-05-07T20:37:05Z
date issued2022-03-11
identifier other(ASCE)WR.1943-5452.0001552.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282662
description abstractWater distribution is an important service due to its economic, social, and health purpose. Therefore, a continuous supply is required to keep consumers satisfied. However, emergency scenarios of water scarcity, caused by recurrent or exceptional droughts, can impair supply, forcing intermittent operation. This operation has clear disadvantages, such as the increased risk of pathogen intrusion and pipe bursts during filling. However, a reduced number of operation hours, mainly during high-pressure periods, can significantly reduce leakage. It is helpful to preserve the quantity and quality of the main water source during a longer period to maintain its multiple purposes. Considering this new operation, pump stations must be adapted, and energy consumption can significantly increase if an optimal schedule is not determined. Accordingly, this paper studies different levels of intermittency as a strategy to operate under severe water scarcity conditions and identify the gains that can be made in leakage reduction, combined with optimal pump operation, to maintain operational costs at the same level, or better, as continuous operation.
publisherASCE
titleEnergy and Hydraulic Efficiency in Intermittent Operation of Water Distribution Networks
typeJournal Paper
journal volume148
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0001552
journal fristpage04022017
journal lastpage04022017-8
page8
treeJournal of Water Resources Planning and Management:;2022:;Volume ( 148 ):;issue: 005
contenttypeFulltext


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