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contributor authorJ. Rodellar
contributor authorM. Gómez
contributor authorJ. P. Martín Vide
date accessioned2017-05-08T20:47:05Z
date available2017-05-08T20:47:05Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9437%281989%29115%3A4%28701%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27068
description abstractThis paper presents an algorithm for automatic control of open‐channel flow. The design of a control algorithm is essentially conditioned by two features of the open‐channel dynamics: (1) The time‐inverse propagation process is ill‐posed—thus arise problems to get stable control and assymptotical convergence of the output to the demanded setpoint; and (2) the complete description of the propagation process is mathematically complex, requiring the use of a couple of nonlinear hyperbolic partial differential equations and a posteriori linearization around the steady state. Instead of the complete equations, the control algorithm proposed in this paper uses a simplified model of the unsteady flow to describe the openchannel behavior. This model is used in conjunction with a predictive control strategy, resulting in a control algorithm with guaranteed stability and setpoint convergence as well as mathematical simplicity. Numerical examples illustrate the effectiveness of the control algorithm.
publisherAmerican Society of Civil Engineers
titleStable Predictive Control of Open‐Channel Flow
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1989)115:4(701)
treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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