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Orientador(es)
Resumo(s)
Very recently in [1], a new set of local indices has been proposed for an urban water distribution network together with a useful mathematical framework that organizes and provides the tools to treat the complex of these local parameters varying from node to node.
In this paper, such indices are considered and examined in relation to hydraulic software using Demand Driven Analysis (DDA) or Pressure Driven Analysis (PDA). We investigate the needed hypotheses to obtain effective numerical simulations employing, in particular, EPANET or WaterNetGen, and the concrete applicability to a real water supply system known in literature as the KL network.
Descrição
Palavras-chave
Urban water supply systems Performance indices Network analysis Resilience Mathematical modeling