2016
DOI: 10.1061/(asce)ps.1949-1204.0000233
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Optimal Operation of Water Distribution Networks under Water Shortage Considering Water Quality

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Cited by 14 publications
(9 citation statements)
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“…The frequency or periodicity with which water is supplied is not definite either, it is generally considered daily [29], although in extreme cases it lasts more than one day [30], and water has overall an "infrequent availability" [31]. In certain intermittent networks like Jeddah, Port-au-Prince, or Coimbatore, the adopted water distribution schedule is weekly or even monthly rather than day to day, the limitation in time is persistent but the supply times and their periodicity are diverse.…”
Section: Definition Of Intermittencymentioning
confidence: 99%
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“…The frequency or periodicity with which water is supplied is not definite either, it is generally considered daily [29], although in extreme cases it lasts more than one day [30], and water has overall an "infrequent availability" [31]. In certain intermittent networks like Jeddah, Port-au-Prince, or Coimbatore, the adopted water distribution schedule is weekly or even monthly rather than day to day, the limitation in time is persistent but the supply times and their periodicity are diverse.…”
Section: Definition Of Intermittencymentioning
confidence: 99%
“…Some consider the system as intermittent if all the network mains are not always full of water and pressurized [34]. From the operator's point of view, IWS is practically set up through cutoffs often established via valve operations at some sectors to allow adequate pressure in other parts of the network during that time [29,33,35,36]. From the receiver's end, the definition should include the global availability of water at the outlet points.…”
Section: Definition Of Intermittencymentioning
confidence: 99%
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“…Lieb, Rycroft and Wilkening (2016) analysed hydraulic modelling of transient flow in IWS, while Cabrera-Bejar and Tzatchkov (2009) and Shrestha (2012) focused on hydraulic modelling of network's filling and emptying process. Optimization models were developed to improve equity in supply, resiliency and mechanical reliability of water distribution networks (SOLGI et al, 2016) and to identify some optimal supply schedule (ILAYA-AYZA et al, 2016b), network design (CHANDAPILLAI; SUDHEER; SASEENDRAN, 2012) and rehabilitation scheduling (SHIRZAD; TABESH; ATAYIKIA, 2017). Some hydraulic properties as the variation of Hazen-Williams coefficient and the relation between leakages and IWS were studied by Sashikumar, Mohankumar and Sridharan (2003) and Al-Ghamdi (2011), Shirzad et al (2013) respectively.…”
Section: Introductionmentioning
confidence: 99%