Abstract
As a preliminary important phase for a hydraulic network analysis procedure, loops identification process is studied in this paper by presenting an automated algorithm to select a set of independent loops for the network equilibrium. Through the presented study, the hydraulic network is modeled as an undirected graph edges-vertices. Also, to take into consideration the mechanical characteristics of the network, weights are assigned to pipes based on their hydraulic resistances. The assigned weights are taken as a selection criterion for loops identification. A numerical code under Matlab environment is generated and the established framework is tested on a set of real case networks. The obtained results are compared to those issued from previous researchers. Thus, the framework has proved its efficiency in identifying a set of independent loops even for complex network topologies. The mutual independence of the obtained loops is verified which allows to use the presented algorithm to build a general automated framework for water distribution network analysis.
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Acknowledgements
The financial support from the Centre for Science and Technology of the Non-aligned and Other Developing Countries (NAM S&T Centre) is gratefully acknowledged. Also, the authors extend their thanks to Professor E. Creaco for his valuable suggestions.
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Hafsi, Z., Elaoud, S., Mishra, M., Akrout, M. (2018). Independent Loops Selection in a Hydraulic Looped Network. In: Haddar, M., Chaari, F., Benamara, A., Chouchane, M., Karra, C., Aifaoui, N. (eds) Design and Modeling of Mechanical Systems—III. CMSM 2017. Lecture Notes in Mechanical Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-66697-6_24
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