AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model for solving the problem of Battle of Background Leakage Assessment for Water Networks (BBLAWN) at WDSA2014 conference. At the first stage, the optimal design of pipeline rehabilitation, pump scheduling and tank sizing is formulated and solved on the skeletonized network by a optimizing (1) the costs of pipes, pumps and tank upgrading and (2) the cost of water losses and energy. Three optimal solutions are used for a second optimisation step on the full network (i.e. not skeletonised). The third optimisation step is then performed starting from second stage optimal solutions considering the three objectives of the original problem
This paper presents a new penalty-free multi-objective evolutionary approach (PFMOEA) for the optimi...
AbstractThis research minimizes the impact of leaks on the operation of the system to reduce lost wa...
AbstractThis paper forms an entry to the battle of background leakage assessment for water networks ...
This paper presents a methodology based on a three-stage multi-objective optimization model for solv...
AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model ...
AbstractThe paper describes water distribution network optimization procedures proposed for the Batt...
The paper describes and discusses the application of a guided evolutionary approach for the optimiza...
This paper describes the development and application of a new multi-objective evolutionary optimizat...
This paper describes a penalty-free multi-objective evolutionary optimization approach for the phase...
This study aims to develop and solve a multi-objective water distribution systems optimization probl...
This paper presents a methodological solution to The Battle of Background Leakage Assessment for Wat...
Water distribution systems are an integral part of the economic infrastructure of modern-day societi...
AbstractThis paper presents a water distribution system expansion and operation methodology employin...
Evolutionary algorithms are a commonly applied optimisation approach in water distribution systems. ...
In this paper, the application of three well-known multi-objective optimization algorithms to water ...
This paper presents a new penalty-free multi-objective evolutionary approach (PFMOEA) for the optimi...
AbstractThis research minimizes the impact of leaks on the operation of the system to reduce lost wa...
AbstractThis paper forms an entry to the battle of background leakage assessment for water networks ...
This paper presents a methodology based on a three-stage multi-objective optimization model for solv...
AbstractThis paper presents a methodology based on a three-stage multi-objective optimization model ...
AbstractThe paper describes water distribution network optimization procedures proposed for the Batt...
The paper describes and discusses the application of a guided evolutionary approach for the optimiza...
This paper describes the development and application of a new multi-objective evolutionary optimizat...
This paper describes a penalty-free multi-objective evolutionary optimization approach for the phase...
This study aims to develop and solve a multi-objective water distribution systems optimization probl...
This paper presents a methodological solution to The Battle of Background Leakage Assessment for Wat...
Water distribution systems are an integral part of the economic infrastructure of modern-day societi...
AbstractThis paper presents a water distribution system expansion and operation methodology employin...
Evolutionary algorithms are a commonly applied optimisation approach in water distribution systems. ...
In this paper, the application of three well-known multi-objective optimization algorithms to water ...
This paper presents a new penalty-free multi-objective evolutionary approach (PFMOEA) for the optimi...
AbstractThis research minimizes the impact of leaks on the operation of the system to reduce lost wa...
AbstractThis paper forms an entry to the battle of background leakage assessment for water networks ...