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    Optimum Design of a Watershed-Based Tank System for the Semiarid and Subhumid Tropics

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author:
    I. K. Smout
    ,
    M. G. Shinde
    ,
    S. D. Gorantiwar
    DOI: 10.1061/(ASCE)IR.1943-4774.0000312
    Publisher: American Society of Civil Engineers
    Abstract: Small reservoirs known as tanks are constructed in the watersheds of arid, semiarid, and subhumid regions of India to provide supplementary or protective irrigation to crops during dry spells of the monsoon season or full irrigation during the postmonsoon season. The stored water in tanks or recharged groundwater is used for this irrigation. Several models have previously been developed to design the capacity of individual tanks. However, for optimum utilization of water generated in a watershed to meet the demands for irrigation and for downstream release, it is necessary to design the tanks together in terms of their number, locations, and capacities. A comprehensive methodology for this is presented using stream points, i.e., possible tank locations on the main stream(s) in the watershed. Tank strategies (combinations of numbers of tanks, their locations at stream points, and tank types) are then generated for the identified stream points. Subsequently, fields in the watershed are assigned to the catchment and the command of different tanks of a specified tank strategy. Simulation of field, tank, and groundwater balance is then carried out on a daily basis, from which optimum tank dimensions are obtained for a specified tank strategy. The optimum tank strategy and corresponding optimum tank dimensions are obtained by investigating all the possible tank strategies.
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      Optimum Design of a Watershed-Based Tank System for the Semiarid and Subhumid Tropics

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/65208
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorI. K. Smout
    contributor authorM. G. Shinde
    contributor authorS. D. Gorantiwar
    date accessioned2017-05-08T21:52:54Z
    date available2017-05-08T21:52:54Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29ir%2E1943-4774%2E0000340.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65208
    description abstractSmall reservoirs known as tanks are constructed in the watersheds of arid, semiarid, and subhumid regions of India to provide supplementary or protective irrigation to crops during dry spells of the monsoon season or full irrigation during the postmonsoon season. The stored water in tanks or recharged groundwater is used for this irrigation. Several models have previously been developed to design the capacity of individual tanks. However, for optimum utilization of water generated in a watershed to meet the demands for irrigation and for downstream release, it is necessary to design the tanks together in terms of their number, locations, and capacities. A comprehensive methodology for this is presented using stream points, i.e., possible tank locations on the main stream(s) in the watershed. Tank strategies (combinations of numbers of tanks, their locations at stream points, and tank types) are then generated for the identified stream points. Subsequently, fields in the watershed are assigned to the catchment and the command of different tanks of a specified tank strategy. Simulation of field, tank, and groundwater balance is then carried out on a daily basis, from which optimum tank dimensions are obtained for a specified tank strategy. The optimum tank strategy and corresponding optimum tank dimensions are obtained by investigating all the possible tank strategies.
    publisherAmerican Society of Civil Engineers
    titleOptimum Design of a Watershed-Based Tank System for the Semiarid and Subhumid Tropics
    typeJournal Paper
    journal volume137
    journal issue10
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000312
    treeJournal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 010
    contenttypeFulltext
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