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    PILOTE: Linear Quadratic Optimal Controller for Irrigation Canals 

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): P. O. Malaterre
    Publisher: American Society of Civil Engineers
    Abstract: Linear quadratic optimal control theory is applied to the automatic control of two different eight-pool irrigation canals. The model used to design the controller is derived from the Saint-Venant equations discretized ...
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    Automatic Tuning of PI Controllers for an Irrigation Canal Pool 

    Source: Journal of Irrigation and Drainage Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): X. Litrico; P.-O. Malaterre; J.-P. Baume; P.-Y. Vion; J. Ribot-Bruno
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a method to automatically tune decentralized proportional integral (PI) controllers for an irrigation canal pool. The auto tune variation (ATV) method is based on a relay experiment, which generates ...
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    Static and Dynamic Data Reconciliation for an Irrigation Canal 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): N. Bedjaoui; X. Litrico; D. Koenig; J. Ribot-Bruno; P.-O. Malaterre
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the problem of fault detection and isolation in irrigation canals. We have developed a method which combines static and dynamic data reconciliation for the validation of measurements, detection, and ...
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    Conversion from Discharge to Gate Opening for the Control of Irrigation Canals 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): X. Litrico; P.-O. Malaterre; J.-P. Baume; J. Ribot-Bruno
    Publisher: American Society of Civil Engineers
    Abstract: The paper reviews several methods to convert discharge into gate opening. A control algorithm for one or several reaches of an irrigation canal sometimes uses a discharge as the control action variable even though the ...
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    Erratum for “Optimal Operation of the Multireservoir System in the Seine River Basin Using Deterministic and Ensemble Forecasts” by A. Ficchì, L. Raso, D. Dorchies, F. Pianosi, P.-O. Malaterre, P.-J. Van Overloop, and M. Jay-Allemand 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 001
    Author(s): A. Ficchì; L. Raso; D. Dorchies; F. Pianosi; P.-O. Malaterre; P.-J. Van Overloop; M. Jay-Allemand
    Publisher: American Society of Civil Engineers
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    Optimal Operation of the Multireservoir System in the Seine River Basin Using Deterministic and Ensemble Forecasts 

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 001
    Author(s): A. Ficchì; L. Raso; D. Dorchies; F. Pianosi; P.-O. Malaterre; P.-J. Van Overloop; M. Jay-Allemand
    Publisher: American Society of Civil Engineers
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