Control of transients in drinking water networks

In this paper, we propose a model-based design approach for the effective control of a drinking water system to reduce the effect of hydraulic transients and meet pressure service requirements regardless of the demand pattern. We model pressure drops along a drinking water system according to a fini...

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Detalhes bibliográficos
Autores: Delgado-Aguiñaga, J.A., Puig Cayuela, Vicenç|||0000-0002-6364-6429, Martin, Alain
Formato: artículo
Fecha de publicación:2022
País:España
Recursos:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/362829
Acesso em linha:https://hdl.handle.net/2117/362829
https://dx.doi.org/10.1016/j.conengprac.2021.104986
Access Level:acceso abierto
Palavra-chave:Water-supply
Predictive control
Water distribution systems
Finite-difference approximation
Hydraulic transients
Model predictive control
Aigua -- Abastament
Control predictiu
Àrees temàtiques de la UPC::Informàtica::Automàtica i control
Descrição
Resumo:In this paper, we propose a model-based design approach for the effective control of a drinking water system to reduce the effect of hydraulic transients and meet pressure service requirements regardless of the demand pattern. We model pressure drops along a drinking water system according to a finite-difference approximation of the classical water hammer equations (WHE), and then apply the proposed control strategy to a section of the distribution network located in the metropolitan city of Barcelona. First, a model of the case study network is derived to reproduce the sustained pressure oscillations measured in the real system. Second, a decentralized control scheme composed of an optimal proportional–integrative (PI) controller with anti-windup and a series of model predictive controllers are designed. This control architecture allows to optimally regulate the service pressure while satisfying safety constraints, regardless of water demand fluctuations. Numerical simulations are used to assess the effectiveness of the proposed solution.