Open-channel flow model approximation for controller design

DOI10.1016/0307-904X(95)00053-MzbMath0835.76011OpenAlexW2046887093WikidataQ127203009 ScholiaQ127203009MaRDI QIDQ1904764

Yanyan Li

Publication date: 7 January 1996

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0307-904x(95)00053-m

zbMATH Keywords

backwater effectscontrol synthesis methodslinearized St.-Venant equations

Mathematics Subject Classification ID

Control/observation systems governed by partial differential equations (93C20) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15)

Related Items (8)

Lyapunov-based boundary feedback control in multi-reach canals ⋮ MIMO LPV state-space identification of open-flow irrigation canal systems ⋮ Robust continuous-time and discrete-time flow control of a dam-river system. I: Modelling ⋮ Decentralized Model Predictive Control for a Cascade of River Power Plants ⋮ Analytical approximation of open-channel flow for controller design ⋮ An LPV fractional model for canal control ⋮ Flexible Discrete Time State Space Model for Canal Pools ⋮ Discussion on Muskingum versus integrator-delay models for control objectives

Uses Software

• LINDO

Cites Work

• Sub-optimal constant-volume control for open channel networks
• Continuous-time and discrete-time design of water flow and water level regulators
• A control method for speeding up response of hydroelectric station power canals
• Unnamed Item

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