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    Microcomputer Simulation of Canal Operation

    Source: Journal of Irrigation and Drainage Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author:
    Douglas L. Hamilton
    ,
    Johannes J. DeVries
    DOI: 10.1061/(ASCE)0733-9437(1986)112:3(264)
    Publisher: American Society of Civil Engineers
    Abstract: A computer model for the simulation of canal operation was developed. The model is applicable for any nonbranching canal system composed of a series of channels separated by control structures. The programming language used was BASIC, a language suitable to most microcomputers. The Delta Field Division Canal of the California Aqueduct was used for an example simulation and verification. A comparison of data computed by the model to observed data indicated good agreement.
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      Microcomputer Simulation of Canal Operation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/26858
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    contributor authorDouglas L. Hamilton
    contributor authorJohannes J. DeVries
    date accessioned2017-05-08T20:46:44Z
    date available2017-05-08T20:46:44Z
    date copyrightAugust 1986
    date issued1986
    identifier other%28asce%290733-9437%281986%29112%3A3%28264%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26858
    description abstractA computer model for the simulation of canal operation was developed. The model is applicable for any nonbranching canal system composed of a series of channels separated by control structures. The programming language used was BASIC, a language suitable to most microcomputers. The Delta Field Division Canal of the California Aqueduct was used for an example simulation and verification. A comparison of data computed by the model to observed data indicated good agreement.
    publisherAmerican Society of Civil Engineers
    titleMicrocomputer Simulation of Canal Operation
    typeJournal Paper
    journal volume112
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1986)112:3(264)
    treeJournal of Irrigation and Drainage Engineering:;1986:;Volume ( 112 ):;issue: 003
    contenttypeFulltext
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