This paper presents a new method for identifying the segments that are formed after the installation and closure of isolation valves in a water distribution network. This method is able to identify segments also when one-way devices are installed in the network. Thanks to its short computing times, the method enables the analysis of real networks which always comprise a large number of nodes and pipes. The numerical examples presented in this paper refer to two real water distribution networks. The first network is a part of a provincial network where two one-way devices are present; the second is a complex urban network without one-way devices. The method was first used to analyse the existing situation in both networks, i.e. the set of ...
Large water distribution systems (WDSs) are networks with both topological and behavioural complexit...
Water Network Partitioning (WNP) is among the most attractive and studied strategies for the improve...
Complex and/or large size water distribution networks (WDNs) require the division of the hydraulic s...
This paper presents a new method for identifying the segments that are formed after the installation...
This paper presents a fast new method for the identification of the segments formed after the instal...
Water distribution networks are complex systems whose task is to deliver to the consumer a sufficien...
The mechanical reliability of Water Distribution Networks (WDNs) is a relevant technical and scienti...
One of the basic infrastructures of every settlement is the water distribution system, which provide...
The correct management of Water Distribution Networks (WDNs) allows to obtain a reliable system. Whe...
This paper proposes the use of two iterative algorithms, namely those of Jacobi and Gauss-Seidel, to...
In this paper a method for optimal placement of isolation valves in water distribution systems is pr...
To ensure adequate performance of water distribution networks, utilities must identify critical segm...
In this paper a method for optimal placement of isolation valves in water distribution systems is pr...
This is the author accepted manuscript. The final version is available from Taylor & Francis via the...
In this paper, two procedures for assessing water demand shortfalls following segment isolation are ...
Large water distribution systems (WDSs) are networks with both topological and behavioural complexit...
Water Network Partitioning (WNP) is among the most attractive and studied strategies for the improve...
Complex and/or large size water distribution networks (WDNs) require the division of the hydraulic s...
This paper presents a new method for identifying the segments that are formed after the installation...
This paper presents a fast new method for the identification of the segments formed after the instal...
Water distribution networks are complex systems whose task is to deliver to the consumer a sufficien...
The mechanical reliability of Water Distribution Networks (WDNs) is a relevant technical and scienti...
One of the basic infrastructures of every settlement is the water distribution system, which provide...
The correct management of Water Distribution Networks (WDNs) allows to obtain a reliable system. Whe...
This paper proposes the use of two iterative algorithms, namely those of Jacobi and Gauss-Seidel, to...
In this paper a method for optimal placement of isolation valves in water distribution systems is pr...
To ensure adequate performance of water distribution networks, utilities must identify critical segm...
In this paper a method for optimal placement of isolation valves in water distribution systems is pr...
This is the author accepted manuscript. The final version is available from Taylor & Francis via the...
In this paper, two procedures for assessing water demand shortfalls following segment isolation are ...
Large water distribution systems (WDSs) are networks with both topological and behavioural complexit...
Water Network Partitioning (WNP) is among the most attractive and studied strategies for the improve...
Complex and/or large size water distribution networks (WDNs) require the division of the hydraulic s...