A new algorithm for real-time pressure control in water distribution networks
作者： E. Creaco , M. Franchini
DOI: 10.2166/WS.2013.074
关键词: Time pressure 、 Control valves 、 Simulation modeling 、 Engineering 、 Distribution networks 、 Leakage (electronics) 、 Control theory 、 Small deviations 、 Hydraulic simulation 、 Algorithm 、 Water discharge
摘要: … , evaluated as … pipe water discharge Q is independent of time and pressure at node B. The fact that this assumption is seldom valid in the normal operation of water distribution networks (…
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