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    Simple Optimal Downstream Feedback Canal Controllers: Theory 

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): A. J. Clemmens; J. Schuurmans
    Publisher: American Society of Civil Engineers
    Abstract: A new class of downstream water-level feedback controllers is proposed that can vary from a series of individual proportional-integral (PI) controllers (each gate adjusted based on one water level) to fully centralized ...
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    Canal‐Control Needs: Example 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): A. J. Clemmens; G. Sloan; J. Schuurmans
    Publisher: American Society of Civil Engineers
    Abstract: The operation of a new irrigation canal system in central Arizona is described. Water is relatively expensive, and thus farmers pressure the irrigation district to improve delivery service and keep water losses to a minimum. ...
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    Canal Control Algorithm Formulations 

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): V. M. Ruiz-Carmona; A. J. Clemmens; J. Schuurmans
    Publisher: American Society of Civil Engineers
    Abstract: Over the past two decades, numerous automatic control systems have been proposed for irrigation canal operation. Types of automatic control systems range from empirically based, for a one-canal pool, to multivariable ...
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    Control of Water Levels in the Meuse River 

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): J. Schuurmans; W. Schuurmans; H. Berger; M. Meulenberg; R. Brouwer
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a water-level control system for the Meuse river, the implementation of which is planned to start in 1997. A simplified model is used for the tuning of and design of the controllers. To obtain a highly ...
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    Modeling of Irrigation and Drainage Canals for Controller Design 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): J. Schuurmans; A. J. Clemmens; S. Dijkstra; A. Hof; R. Brouwer
    Publisher: American Society of Civil Engineers
    Abstract: Schuurmans et al. (1995a) presented a model for the design of water level controllers for irrigation and drainage canals that describes the essential characteristics of the processes relevant for canal control (such as ...
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    Multiple-Model Optimization of Proportional Integral Controllers on Canals 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): P. J. van Overloop; J. Schuurmans; R. Brouwer; C. M. Burt
    Publisher: American Society of Civil Engineers
    Abstract: Canals or open channels that convey water often consist of pools in series separated by control structures. Successful implementation of water-level control with these structures using decentralized proportional integral ...
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    Simple Water Level Controller for Irrigation and Drainage Canals 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): J. Schuurmans; A. Hof; S. Dijkstra; O. H. Bosgra; R. Brouwer
    Publisher: American Society of Civil Engineers
    Abstract: A simple water level controller for irrigation and drainage canals is proposed; the proposed controller has a master-slave structure where the slaves control the flow rates through the control structures. The master ...
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