This paper proposes a methodology to decompose water distribution systems (WDSs) into a twin-hierarchy pipeline structure consisting of backbone mains and community feeders. The method has three steps: (1) clustering analysis; (2) vulnerability analysis; and (3) identification of backbone mains and community feeders. After decomposition, analysis of a whole complex WDS could be simplified to that of smaller subsystems formed by either backbone mains or community feeders. The method enables the analysis of all communities independently without physical division of the WDS. It is applied to an optimal-design problem of the C-Town network defined in the literature. The problem is to find the best tradeoff between reducing background leakage an...
This is the author accepted manuscript. The final version is available from [American Society of Civ...
The aim of this paper is to present a decomposition and multistage approach for optimizing the desig...
AbstractA procedure for the districtualization of a water distribution system is presented. The proc...
AbstractThis study applies hierarchical decomposition to solve the background leakage control-orient...
This is the final version of the article. Available from Elsevier via the DOI in this record.This st...
This study applies hierarchical decomposition to solve the background leakage control-oriented optim...
Large water distribution systems (WDSs) are networks with both topological and behavioural complexit...
© IWA Publishing 2014 Large water distribution systems (WDSs) are networks with both topological and...
This is the author accepted manuscript. The final version is available from American Society of Civi...
The intentional contamination of water distribution systems represents one of the major risks for ci...
Water Network Partitioning (WNP) is among the most attractive and studied strategies for the improve...
AbstractThe paper presents a multi-objective approach for the automatic partitioning of a water dist...
Water distribution systems (WDS) are complex pipe networks with looped and branching topologies that...
A procedure for the districtualization of a water distribution system is presented. The procedure is...
The optimization of water networks supports the decision-making process by identifying the optimal t...
This is the author accepted manuscript. The final version is available from [American Society of Civ...
The aim of this paper is to present a decomposition and multistage approach for optimizing the desig...
AbstractA procedure for the districtualization of a water distribution system is presented. The proc...
AbstractThis study applies hierarchical decomposition to solve the background leakage control-orient...
This is the final version of the article. Available from Elsevier via the DOI in this record.This st...
This study applies hierarchical decomposition to solve the background leakage control-oriented optim...
Large water distribution systems (WDSs) are networks with both topological and behavioural complexit...
© IWA Publishing 2014 Large water distribution systems (WDSs) are networks with both topological and...
This is the author accepted manuscript. The final version is available from American Society of Civi...
The intentional contamination of water distribution systems represents one of the major risks for ci...
Water Network Partitioning (WNP) is among the most attractive and studied strategies for the improve...
AbstractThe paper presents a multi-objective approach for the automatic partitioning of a water dist...
Water distribution systems (WDS) are complex pipe networks with looped and branching topologies that...
A procedure for the districtualization of a water distribution system is presented. The procedure is...
The optimization of water networks supports the decision-making process by identifying the optimal t...
This is the author accepted manuscript. The final version is available from [American Society of Civ...
The aim of this paper is to present a decomposition and multistage approach for optimizing the desig...
AbstractA procedure for the districtualization of a water distribution system is presented. The proc...