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    Feedback Control of Basin‐Irrigation System 

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): A. J. Clemmens
    Publisher: American Society of Civil Engineers
    Abstract: A number of methods developed for feedback control of surface‐irrigation systems are reviewed. In particular, the results of the application of estimation/optimization feedback control on a basin‐irrigation system are ...
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    Discussion of “Transition Effects in Flow Over Side Weirs” by Yilmaz Muslu, Ebubekir Yuksel, and Hasan Tozluk 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): A. J. Clemmens
    Publisher: American Society of Civil Engineers
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    Errors in Surface Irrigation Evaluation from Incorrect Model Assumptions 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): A. J. Clemmens
    Publisher: American Society of Civil Engineers
    Abstract: Some two-dozen methods have been proposed in the literature for estimating an infiltration function from field measurements. These methods vary in their data requirements and analytical rigor, however most assume some ...
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    Editorial 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): A. J. Clemmens
    Publisher: American Society of Civil Engineers
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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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    Volume Compensation Method for Routing Irrigation Canal Demand Changes 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): E. Bautista; A. J. Clemmens
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the problem of routing known water demands through gate-controlled, open-channel irrigation delivery systems. Volume-compensation principles were used to route multiple demands in multiple-pool canal ...
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    Kostiakov Infiltration Parameters from Kinematic Wave Model 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): A. J. Clemmens; Joel Cahoon
    Publisher: American Society of Civil Engineers
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    Response of ASCE Task Committee Test Cases to Open-Loop Control Measures 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): E. Bautista; A. J. Clemmens
    Publisher: American Society of Civil Engineers
    Abstract: Automated open- and closed-loop control systems can enhance the performance of irrigation delivery systems. This paper examines the response of the canal test cases developed by the ASCE task committee on canal automation ...
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    Toward Physically Based Estimation of Surface Irrigation Infiltration 

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): A. J. Clemmens; E. Bautista
    Publisher: American Society of Civil Engineers
    Abstract: Irrigation practitioners use empirical infiltration equations. Theoretical infiltration equations are currently not capable of capturing surface irrigation infiltration behavior, particularly during initial wetting. For a ...
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    Transport Capacity for Eroded Silts in Irrigation Furrows 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author(s): T. S. Strelkoff; A. J. Clemmens
    Publisher: American Society of Civil Engineers
    Abstract: An aspect of surface-irrigation performance is the erosion and transport of soil from which furrows are formed. The current single representative-particle-size approach in the erosion component of the U.S. Water Conservation ...
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