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    Applying Decentralized Water Level Difference Control for Operation of the Dez Main Canal under Water Shortage

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author:
    S. M. Hashemy
    ,
    P. J. Van Overloop
    DOI: 10.1061/(ASCE)IR.1943-4774.0000649
    Publisher: American Society of Civil Engineers
    Abstract: Due to water scarcity, providing reliable amounts of water is not possible for most of the irrigation districts in arid regions. In such conditions, equitable water delivery becomes one of the main concerns. Applying a centralized controller to achieve the high level of equity in water delivery along the main canal is not a practical solution in many irrigation districts due to high costs of the implementation, maintenance and inspections; and vandalism of equipment. In this paper, a water level difference control strategy is applied to keep the water level errors equal in adjacent reaches by using decentralized controllers. Local downstream and distant downstream configurations of the control method are designed for the Dez main canal, located in the southwest of Iran, consisting of 13 canal reaches. The designed controllers are tested on two extreme water off-taking scenarios for normal operation and operation under water shortage. The tests show the capability of the difference control strategy to deal with the mismatches between supply and demands under water shortage conditions. Also, acceptable operational performances in operational conditions with drastic increasing or decreasing of water off-taking in the system are achieved. As no telemetry system is required for the decentralized local downstream configuration, this difference control method is proposed as best option for implementation in the Dez canal.
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      Applying Decentralized Water Level Difference Control for Operation of the Dez Main Canal under Water Shortage

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/65566
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorS. M. Hashemy
    contributor authorP. J. Van Overloop
    date accessioned2017-05-08T21:53:34Z
    date available2017-05-08T21:53:34Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29is%2E1943-555x%2E0000012.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65566
    description abstractDue to water scarcity, providing reliable amounts of water is not possible for most of the irrigation districts in arid regions. In such conditions, equitable water delivery becomes one of the main concerns. Applying a centralized controller to achieve the high level of equity in water delivery along the main canal is not a practical solution in many irrigation districts due to high costs of the implementation, maintenance and inspections; and vandalism of equipment. In this paper, a water level difference control strategy is applied to keep the water level errors equal in adjacent reaches by using decentralized controllers. Local downstream and distant downstream configurations of the control method are designed for the Dez main canal, located in the southwest of Iran, consisting of 13 canal reaches. The designed controllers are tested on two extreme water off-taking scenarios for normal operation and operation under water shortage. The tests show the capability of the difference control strategy to deal with the mismatches between supply and demands under water shortage conditions. Also, acceptable operational performances in operational conditions with drastic increasing or decreasing of water off-taking in the system are achieved. As no telemetry system is required for the decentralized local downstream configuration, this difference control method is proposed as best option for implementation in the Dez canal.
    publisherAmerican Society of Civil Engineers
    titleApplying Decentralized Water Level Difference Control for Operation of the Dez Main Canal under Water Shortage
    typeJournal Paper
    journal volume139
    journal issue12
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000649
    treeJournal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 012
    contenttypeFulltext
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