Please use this identifier to cite or link to this item: https://rda.sliit.lk/handle/123456789/821
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dc.contributor.authorRathnayake, U. S-
dc.date.accessioned2022-01-28T09:27:03Z-
dc.date.available2022-01-28T09:27:03Z-
dc.date.issued2015-12-
dc.identifier.issn2306-5338-
dc.identifier.urihttp://localhost:80/handle/123456789/821-
dc.description.abstractUniform storms are generally applied in most of the research on sewer systems. This is for modeling simplicity. However, in the real world, these conditions may not be applicable. It is very important to consider the migration behavior of storms not only in the design of combined sewers, but also in controlling them. Therefore, this research was carried out to improve Rathnayake and Tanyimboh’s optimal control algorithm for migrating storms. Promising results were found from the model improvement. Feasible solutions were obtained from the multi-objective optimization and, in addition, the role of on-line storage tanks was well placed.en_US
dc.language.isoenen_US
dc.publisherMultidisciplinary Digital Publishing Instituteen_US
dc.relation.ispartofseriesHydrology;Vol 2 Issue 4 Pages 230-241-
dc.subjectcombined sewer networksen_US
dc.subjectcombined sewer overflowsen_US
dc.subjectmigrating stormsen_US
dc.subjectmulti-objective optimizationen_US
dc.subjectNSGA IIen_US
dc.subjectSWMM 5.0en_US
dc.titleMigrating storms and optimal control of urban sewer networksen_US
dc.typeArticleen_US
dc.identifier.doidoi.org/10.3390/hydrology2040230en_US
Appears in Collections:Research Papers - Department of Civil Engineering
Research Papers - Open Access Research
Research Papers - SLIIT Staff Publications

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