[EN] The paper presents a solution to the problem of the Battle of Background Leakage Assessment for Water Networks (BBLAWN) using a methodology that combines the use of Best Management Practices (BMPs) and an optimization model based on a Pseudo- Genetic Algorithm (PGA) as described in [1]. In a first stage, an analysis of marginal costs of pipes whose replacement would be potentially recommended was performed. Next, a network topological analysis to study the pipes that could potentially be closed in order to facilitate pressure control was done. Furthermore, a methodology for studying branched areas was also developed, determining possible location for pressure reducing valves (PRV). A significant reduction in the number of decision...
More than thirty percent of drinking water loss in many water distribution systems (WDSs) in Iran ha...
The aim of the paper is to present two optimization methodologies applied to a real water distributi...
The aim of the paper is to present two optimization methodologies applied to a real water distributi...
AbstractThe paper presents a solution to the problem of the Battle of Background Leakage Assessment ...
AbstractThis paper forms an entry to the battle of background leakage assessment for water networks ...
AbstractThis research attempts to solve the BBLAWN challenge. The examined town consists of several ...
AbstractThe paper describes water distribution network optimization procedures proposed for the Batt...
This paper presents a methodological solution to The Battle of Background Leakage Assessment for Wat...
AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model ...
AbstractThe design problem is solved considering the methodology used by [1] in the previous WDSA Ba...
This paper presents a methodology based on a three-stage multi-objective optimization model for solv...
The paper describes and discusses the application of a guided evolutionary approach for the optimiza...
AbstractThis paper presents a water distribution system expansion and operation methodology employin...
[EN] This paper presents a methodology for optimizing the operations of water distribution networks....
AbstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) com...
More than thirty percent of drinking water loss in many water distribution systems (WDSs) in Iran ha...
The aim of the paper is to present two optimization methodologies applied to a real water distributi...
The aim of the paper is to present two optimization methodologies applied to a real water distributi...
AbstractThe paper presents a solution to the problem of the Battle of Background Leakage Assessment ...
AbstractThis paper forms an entry to the battle of background leakage assessment for water networks ...
AbstractThis research attempts to solve the BBLAWN challenge. The examined town consists of several ...
AbstractThe paper describes water distribution network optimization procedures proposed for the Batt...
This paper presents a methodological solution to The Battle of Background Leakage Assessment for Wat...
AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model ...
AbstractThe design problem is solved considering the methodology used by [1] in the previous WDSA Ba...
This paper presents a methodology based on a three-stage multi-objective optimization model for solv...
The paper describes and discusses the application of a guided evolutionary approach for the optimiza...
AbstractThis paper presents a water distribution system expansion and operation methodology employin...
[EN] This paper presents a methodology for optimizing the operations of water distribution networks....
AbstractThe methodology proposed to solve the C-Town water distribution network problem (BBLAWN) com...
More than thirty percent of drinking water loss in many water distribution systems (WDSs) in Iran ha...
The aim of the paper is to present two optimization methodologies applied to a real water distributi...
The aim of the paper is to present two optimization methodologies applied to a real water distributi...