AbstractThis paper presents an automatic algorithm for the identification of the minimum loops in a multi-source looped water distribution network. This algorithm, obtained as a generalization of that recently proposed by Creaco and Franchini (2014), has the novelty of being able to identify, automatically and in a single run, both the geometric and the fictitious loops of the network. Applications prove that the algorithm has acceptable computation times and can then be profitably adopted in the context of water distribution system analysis
AbstractThis paper presents a procedure for the multi-objective design of looped water distribution ...
This paper presents a procedure for the automatic creation of district metered areas (DMAs) in a wat...
In this article we survey mathematical programming approaches to problems in the field of drinking w...
This paper presents an automatic algorithm for the identification of the minimum loops in a multi-so...
AbstractThis paper presents an automatic algorithm for the identification of the minimum loops in a ...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
Different methods have been developed in the past to formulate and solve steady-state hydraulics of ...
This paper presents a fast new method for the identification of the segments formed after the instal...
This is the author accepted manuscript. The final version is available from the publisher via the DO...
This paper presents a simulation scheme for water distribution systems based on loop flows algorithm...
This paper presents a new method for identifying the segments that are formed after the installation...
This paper proposes the use of two iterative algorithms, namely those of Jacobi and Gauss-Seidel, to...
In this work, a novel methodology is presented to identify isolated DMAs (District Metered Areas) in...
Introduction: Analyzing water looped networks lead to spontaneous solving of some linear andnon-line...
AbstractThis paper presents a procedure for the multi-objective design of looped water distribution ...
This paper presents a procedure for the automatic creation of district metered areas (DMAs) in a wat...
In this article we survey mathematical programming approaches to problems in the field of drinking w...
This paper presents an automatic algorithm for the identification of the minimum loops in a multi-so...
AbstractThis paper presents an automatic algorithm for the identification of the minimum loops in a ...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
This paper presents the comparison of two algorithms for water distribution network resolution in te...
Different methods have been developed in the past to formulate and solve steady-state hydraulics of ...
This paper presents a fast new method for the identification of the segments formed after the instal...
This is the author accepted manuscript. The final version is available from the publisher via the DO...
This paper presents a simulation scheme for water distribution systems based on loop flows algorithm...
This paper presents a new method for identifying the segments that are formed after the installation...
This paper proposes the use of two iterative algorithms, namely those of Jacobi and Gauss-Seidel, to...
In this work, a novel methodology is presented to identify isolated DMAs (District Metered Areas) in...
Introduction: Analyzing water looped networks lead to spontaneous solving of some linear andnon-line...
AbstractThis paper presents a procedure for the multi-objective design of looped water distribution ...
This paper presents a procedure for the automatic creation of district metered areas (DMAs) in a wat...
In this article we survey mathematical programming approaches to problems in the field of drinking w...