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    Tuning of Robust Distant Downstream PI Controllers for an Irrigation Canal Pool. I: Theory 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): X. Litrico; V. Fromion
    Publisher: American Society of Civil Engineers
    Abstract: The paper proposes a new method to tune robust distant downstream proportional integral (PI) controllers for an irrigation canal pool. The method emphasizes the role of gain and phase margins in the controller design, by ...
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    Simplified Modeling of Irrigation Canals for Controller Design 

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): X. Litrico; V. Fromion
    Publisher: American Society of Civil Engineers
    Abstract: The integrator delay zero (IDZ) model presented by Litrico and Fromion is a simple way to model a canal for control purposes that extends the classical integrator delay model. This analytical model gives a very good frequency ...
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    Tuning of Robust Distant Downstream PI Controllers for an Irrigation Canal Pool. II: Implementation Issues 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): X. Litrico; V. Fromion; J.-P. Baume
    Publisher: American Society of Civil Engineers
    Abstract: Based on the companion paper results, this paper presents a robust tuning method to tune a proportional integral (PI) controller that fulfills the design requirements for a single pool with different hydraulic conditions. ...
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    Closed-Form Expression of the Response Time of an Open Channel 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): S. Munier; G. Belaud; X. Litrico
    Publisher: American Society of Civil Engineers
    Abstract: Computing accurately the response time of an open channel is of extreme importance for management operations on canal networks, such as feed-forward control problems. The methods proposed in the literature to approximate ...
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    Response Time of a Canal Pool for Scheduled Water Delivery 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): G. Belaud; X. Litrico; A. J. Clemmens
    Publisher: American Society of Civil Engineers
    Abstract: Estimating the response time of a canal is essential for the open-loop control of an irrigation canal since upstream flow releases must be anticipated to satisfy scheduled demands at irrigation outlets. The authors consider ...
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    Integrator Delay Zero Model for Design of Upstream Water-Level Controllers 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): A. J. Clemmens; X. Tian; P.-J. van Overloop; X. Litrico
    Publisher: American Society of Civil Engineers
    Abstract: A variety of methods are in use for the design of controllers for adjusting canal gate positions to maintain a constant water level immediately upstream from check gates. These methods generally rely on a series of tests ...
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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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    Estimating Canal Pool Resonance with Auto Tune Variation 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): A. J. Clemmens; X. Litrico; P.-J. van Overloop; R. J. Strand
    Publisher: American Society of Civil Engineers
    Abstract: The integrator-delay (ID) model is commonly used to model canal pools that do not exhibit resonance behavior. Simple step tests are often used to estimate ID model parameters; namely, delay time and backwater surface area. ...
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    Integrator Delay Zero Model for Design of Upstream Water-Level Controllers 

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): A. J. Clemmens; X. Tian; P.-J. van Overloop; X. Litrico
    Publisher: American Society of Civil Engineers
    Abstract: A variety of methods are in use for the design of controllers for adjusting canal gate positions to maintain a constant water level immediately upstream from check gates. These methods generally rely on a series of tests ...
    Request PDF
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