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    Sizing of Terminal Units in Surface Irrigation Projects: II

    Source: Journal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 001
    Author:
    Subramania Iyer Sritharan
    ,
    Everett V. Richardson
    ,
    Wayne Clyma
    DOI: 10.1061/(ASCE)0733-9496(1988)114:1(38)
    Publisher: American Society of Civil Engineers
    Abstract: The terminal area process models were used to assess the benefit streams of irrigation projects considering the dynamics of water receipts by farmers. The terminal area processes affect the production performance critically, and, for the case of new irrigation projects, by choosing an appropriate benefit‐cost ratio, the corresponding terminal area size
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      Sizing of Terminal Units in Surface Irrigation Projects: II

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38882
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    contributor authorSubramania Iyer Sritharan
    contributor authorEverett V. Richardson
    contributor authorWayne Clyma
    date accessioned2017-05-08T21:06:22Z
    date available2017-05-08T21:06:22Z
    date copyrightJanuary 1988
    date issued1988
    identifier other%28asce%290733-9496%281988%29114%3A1%2838%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38882
    description abstractThe terminal area process models were used to assess the benefit streams of irrigation projects considering the dynamics of water receipts by farmers. The terminal area processes affect the production performance critically, and, for the case of new irrigation projects, by choosing an appropriate benefit‐cost ratio, the corresponding terminal area size
    publisherAmerican Society of Civil Engineers
    titleSizing of Terminal Units in Surface Irrigation Projects: II
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1988)114:1(38)
    treeJournal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 001
    contenttypeFulltext
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