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contributor authorA. Vassiljev
contributor authorR. Puust
date accessioned2017-12-30T13:02:18Z
date available2017-12-30T13:02:18Z
date issued2016
identifier other%28ASCE%29WR.1943-5452.0000612.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244848
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.
publisherAmerican Society of Civil Engineers
titleDecreasing Leakage and Operational Cost for BBLAWN
typeJournal Paper
journal volume142
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000612
pageC4015011
treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 005
contenttypeFulltext


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