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dc.contributor.authorLeón-Celi C. F.;Iglesias-Rey P. L.;Martínez-Solano F. J.;Savic D.
dc.date.accessioned2019-02-26T07:35:59Z
dc.date.available2019-02-26T07:35:59Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WR.1943-5452.0000971.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248161
dc.description.abstractThe cost of pumping is one of the most significant operational expenditures in a water distribution network. When a network has multiple water sources, which are associated with pumping stations, it may be possible to optimize those costs. One way to minimize costs is to determine the optimal flow rate for each pumping station and for every point of the temporal demand curve, while keeping the energy cost minimized. This also requires that the required minimum pressure at the critical point in the network be satisfied. This paper introduces a principle known as the setpoint curve as the key component of the network optimization methodology. A direct search algorithm based on the Hooke–Jeeves approach is tested in two case studies. Two key cost factors, the electric tariff and the cost of water production, are considered for each water supply source. The model also considers the pressure-dependent consumption, which directly influences the setpoint curve. To test the methodology, a software application is implemented using the EPANET toolkit. The two case studies demonstrate the benefits of the approach in developing optimal pump operating policies which otherwise would be difficult to infer.
dc.publisherAmerican Society of Civil Engineers
dc.titleOperation of Multiple Pumped-Water Sources with No Storage
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue9
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000971
dc.page4018050
dc.treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 009
dc.contenttypeFulltext


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