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dc.contributor.authorA. Vassiljev
dc.contributor.authorR. Puust
dc.date.accessioned2017-12-30T13:02:18Z
dc.date.available2017-12-30T13:02:18Z
dc.date.issued2016
dc.identifier.other%28ASCE%29WR.1943-5452.0000612.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244848
dc.description.abstractThe solution approach proposed in this paper is on the basis of trial-and-error methodology, using heuristic methods with simulation at the battle of background leakage assessment for water networks (BBLAWN). To achieve the optimal solution, customized researched tools were developed for water distribution system (WDS) optimization. These include subroutines for: optimization of water tanks levels to switch pumps on and off; estimation of the influence of the pressure-reducing valves (PRVs) on leakages, to make a decision whether there is a justification for adding a PRV to a pipe or not; calculation of leakages under different conditions; and replacing old pipes with new ones. For design decisions, commercially available tools were also used, carrying out comparison of various network structures (parallel pipe alternatives). The final result included the installation of 80 PRVs, the replacement of 370 pipes, and the change of 2 pump elements; the pumping schedule, on the basis of water tank levels, was also optimized.
dc.publisherAmerican Society of Civil Engineers
dc.titleDecreasing Leakage and Operational Cost for BBLAWN
dc.typeJournal Paper
dc.journal.volume142
dc.journal.issue5
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000612
dc.pageC4015011
dc.treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 005
dc.contenttypeFulltext


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