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contributor authorJ. Mohan Reddy
contributor authorRaymond G. Jacquot
date accessioned2017-05-08T21:07:33Z
date available2017-05-08T21:07:33Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%290733-9496%281999%29125%3A6%28369%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39610
description abstractThe Saint-Venant equations of open-channel flow were linearized using the Taylor series and a finite-difference approximation of the original nonlinear, partial differential equations. Using the linear optimal control theory, a proportional-plus-integral (PI) controller was developed for an irrigation canal with five pools. Since the order of the controller gain matrix was large, the Kalman filter was designed to estimate values for the state variables that were not measured. For this problem, there were a total of 45 state and five control variables. With two flow depth measurements per pool, values for the remaining 35 state variables were estimated using the Kalman filter. The simulated canal dynamics with the regional PI controllers along with the local Kalman filter were compared with the performance of the global control algorithms for achieving a constant-volume control and a constant-level control of an example irrigation canal. The performance of the regional constant-volume control algorithms was found to be as good as the performance of the global control algorithm, whereas the performance of the regional constant-level control algorithm was marginally acceptable.
publisherAmerican Society of Civil Engineers
titleStochastic Optimal and Suboptimal Control of Irrigation Canals
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1999)125:6(369)
treeJournal of Water Resources Planning and Management:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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