AbstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) comprises two optimization models: a least cost design model to identify the pipes to be replaced and size them; and an optimal operation model to define the pump controls and the PRV settings. Both models are solved by linking a hydraulic simulation model (WaterNetGen, a pressure driven EPANET extension) with a simulated annealing algorithm. This methodology, supported by some additional engineering expertise, provided a set of good solutions in terms of capital cost, and a good commitment with the environmental and financial damage caused by water losses
AbstractThe determination of the optimal location and settings of PRV is an operational problem that...
AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model ...
This paper presents a methodological solution to The Battle of Background Leakage Assessment for Wat...
AbstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) com...
AbstractThis paper forms an entry to the battle of background leakage assessment for water networks ...
Water losses reduction in Water Distribution Systems (WDS) is nowadays an issue of growing importanc...
AbstractThe design problem is solved considering the methodology used by [1] in the previous WDSA Ba...
AbstractThe paper describes water distribution network optimization procedures proposed for the Batt...
AbstractA novel approach is here proposed for the optimal design and management of the C-Town pipe n...
AbstractThis research attempts to solve the BBLAWN challenge. The examined town consists of several ...
AbstractThis paper presents a water distribution system expansion and operation methodology employin...
Water losses reduction in Water Distribution Systems (WDSs) is nowadays an issue of growing importa...
AbstractThe paper presents a solution to the problem of the Battle of Background Leakage Assessment ...
[EN] This paper presents a methodology for optimizing the operations of water distribution networks....
[EN] The paper presents a solution to the problem of the Battle of Background Leakage Assessment for...
AbstractThe determination of the optimal location and settings of PRV is an operational problem that...
AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model ...
This paper presents a methodological solution to The Battle of Background Leakage Assessment for Wat...
AbstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) com...
AbstractThis paper forms an entry to the battle of background leakage assessment for water networks ...
Water losses reduction in Water Distribution Systems (WDS) is nowadays an issue of growing importanc...
AbstractThe design problem is solved considering the methodology used by [1] in the previous WDSA Ba...
AbstractThe paper describes water distribution network optimization procedures proposed for the Batt...
AbstractA novel approach is here proposed for the optimal design and management of the C-Town pipe n...
AbstractThis research attempts to solve the BBLAWN challenge. The examined town consists of several ...
AbstractThis paper presents a water distribution system expansion and operation methodology employin...
Water losses reduction in Water Distribution Systems (WDSs) is nowadays an issue of growing importa...
AbstractThe paper presents a solution to the problem of the Battle of Background Leakage Assessment ...
[EN] This paper presents a methodology for optimizing the operations of water distribution networks....
[EN] The paper presents a solution to the problem of the Battle of Background Leakage Assessment for...
AbstractThe determination of the optimal location and settings of PRV is an operational problem that...
AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model ...
This paper presents a methodological solution to The Battle of Background Leakage Assessment for Wat...