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    Comparison and Calibration of Canal Gate Automation Algorithms 

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): K. Pongput; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: Several canal gate automation methods and devices were selected for comparison and analysis. Algorithms that simulate gate operation were developed for the P+PR, BIVAL, Littleman, Colvin, Zimbelman, CARDD, and UMA methods. ...
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    Classifier System for Rule-Based Operation of Canal Gates 

    Source: Journal of Water Resources Planning and Management:;2005:;Volume ( 131 ):;issue: 001
    Author(s): S. Chittaladakorn; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: A classifier system for automatic operation of canal gates was developed and tested through simulation modeling. The classifier system manipulates a population of rules that are trained to “learn” appropriate operational ...
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    Description and Evaluation of Program Canal 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): G. P. Merkley; D. C. Rogers
    Publisher: American Society of Civil Engineers
    Abstract: CANAL is a computer model that was developed at Utah State University to perform unsteady‐flow simulations for branching canal networks. This paper describes the features of the model and discusses its strengths, weaknesses, ...
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    Centralized Scheduling Logic for Canal Operation 

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): G. P. Merkley; W. R. Walker
    Publisher: American Society of Civil Engineers
    Abstract: Many schemes and devices have been developed and tested during the past three decades for automatic control of canal networks. Most of these have used local flow criteria to determine gate settings. Computer simulation of ...
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    Canal Structure Automation Rules Using an Accuracy-Based Learning Classifier System, a Genetic Algorithm, and a Hydraulic Simulation Model. II: Results 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): J. E. Hernández; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: An accuracy-based learning classifier system (XCS), as described in a companion paper (Part I: Design), was developed and evaluated to produce operational rules for canal gate structures. The XCS was applied together with ...
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    Canal Structure Automation Rules Using an Accuracy-Based Learning Classifier System, a Genetic Algorithm, and a Hydraulic Simulation Model. I: Design 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): J. E. Hernández; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: Using state-of-the-art computational techniques, a genetic algorithm (GA) and an accuracy-based learning classifier system (XCS) were shown to produce optimal operational solutions for gate structures in irrigation canals. ...
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    High-Resolution Method for Modeling Hydraulic Regime Changes at Canal Gate Structures 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): H. H. Jaafar; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: A method for modeling flow regime changes at gate structures in canal reaches is presented. The methodology consists of using an approximate Riemann solver at the internal computational nodes, along with the simultaneous ...
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    Two‐Dimensional Simulation of Basin Irrigation. I: Theory 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): E. Playán; W. R. Walker; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: Overland flow of water over a porous bed in two spatial dimensions is governed by three partial differential equations accounting for continuity of momentum in the
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    Two‐Dimensional Simulation of Basin Irrigation. II: Applications 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): E. Playán; W. R. Walker; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: The development of a two‐dimensional hydrodynamic simulation model of basin irrigation is reported in a companion paper. This article presents four applications of the model. Two hypothetical case studies are used to ...
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    Transient Hydraulic Model for Simulating Canal‐Network Operation 

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): F. N. Gichuki; W. R. Walker; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: Renewed interest in the role of delivery networks in farm‐level water‐use efficiency has prompted the development of a transient hydraulic simulation model for improving the operation and design of irrigation canal networks. ...
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