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dc.contributor.authorJochen W. Deuerlein; Olivier Piller; Sylvan Elhay; Angus R. Simpson
dc.date.accessioned2019-03-10T11:49:51Z
dc.date.available2019-03-10T11:49:51Z
dc.date.issued2019
dc.identifier.other%28ASCE%29WR.1943-5452.0001003.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254339
dc.description.abstractA new content-based, box-constrained, active-set projected Newton method is presented that solves for the heads, the pipe flows, and the nodal outflows of a water distribution system in which nodal outflows are pressure dependent. The new method is attractive because, by comparison with the previously published weighted least-squares energy and mass residuals (EMR) damped Newton method, (1) it typically takes fewer iterations, (2) it does not require damping, (3) it takes less wall-clock time, (4) it does not require the addition of any virtual elements, and (5) it is algorithmically easier to deal with. Various pressure-outflow relationships (PORs), which model nodal outflows, were considered and two new PORs are presented. The new method is shown, by application to eight previously published case study networks with up to about 20,000 pipes and 18,000 nodes, to be up to five times faster than the EMR method and to take between 34% and 70% fewer iterations than the EMR method.
dc.publisherAmerican Society of Civil Engineers
dc.titleContent-Based Active-Set Method for the Pressure-Dependent Model of Water Distribution Systems
dc.typeJournal Paper
dc.journal.volume145
dc.journal.issue1
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001003
dc.page04018082
dc.treeJournal of Water Resources Planning and Management:;2019:;Volume ( 145 ):;issue: 001
dc.contenttypeFulltext


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