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    Extraction of Multicrop Planning Rules in a Reservoir System: Application of Evolutionary Algorithms

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 006
    Author:
    E. Fallah-Mehdipour
    ,
    O. Bozorg Haddad
    ,
    M. A. Mariño
    DOI: 10.1061/(ASCE)IR.1943-4774.0000572
    Publisher: American Society of Civil Engineers
    Abstract: Multicropping is the practice of growing two or more crops in the same space during a single growing season. Planning rules are mathematical equations that use previous experiences of a water resource system to balance the system’s water supply and demand, and calculate multicrop areas in various periods. In this paper, linear and nonlinear planning rules are developed for optimal multicrop irrigation areas associated with reservoir operation policies in a reservoir-irrigation system. Reservoir operations are related to water allocations to each irrigated area by considering inflow and storage volume of the reservoir as the water supply in a monthly operation period. Evolutionary algorithms (EAs) can determine optimal multicropping patterns planning rules by considering various mathematical patterns. In this paper, three EAs, namely, (1) genetic algorithm (GA), (2) particle swarm optimization (PSO), and (3) shuffled frog leaping algorithm (SFLA) are employed and compared to maximize the total net benefit of the water resource system by supplying irrigation water for a proposed multicropping pattern over the planning horizon. Results show that the SFLA achieves the best solution, with the maximum value of the objective function in both linear and nonlinear planning rules compared to the GA and PSO. Moreover, the best yield of nonlinear rules is 45.52% better (higher) than that obtained by linear rules.
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      Extraction of Multicrop Planning Rules in a Reservoir System: Application of Evolutionary Algorithms

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    contributor authorE. Fallah-Mehdipour
    contributor authorO. Bozorg Haddad
    contributor authorM. A. Mariño
    date accessioned2017-05-08T21:53:25Z
    date available2017-05-08T21:53:25Z
    date copyrightJune 2013
    date issued2013
    identifier other%28asce%29ir%2E1943-4774%2E0000605.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65488
    description abstractMulticropping is the practice of growing two or more crops in the same space during a single growing season. Planning rules are mathematical equations that use previous experiences of a water resource system to balance the system’s water supply and demand, and calculate multicrop areas in various periods. In this paper, linear and nonlinear planning rules are developed for optimal multicrop irrigation areas associated with reservoir operation policies in a reservoir-irrigation system. Reservoir operations are related to water allocations to each irrigated area by considering inflow and storage volume of the reservoir as the water supply in a monthly operation period. Evolutionary algorithms (EAs) can determine optimal multicropping patterns planning rules by considering various mathematical patterns. In this paper, three EAs, namely, (1) genetic algorithm (GA), (2) particle swarm optimization (PSO), and (3) shuffled frog leaping algorithm (SFLA) are employed and compared to maximize the total net benefit of the water resource system by supplying irrigation water for a proposed multicropping pattern over the planning horizon. Results show that the SFLA achieves the best solution, with the maximum value of the objective function in both linear and nonlinear planning rules compared to the GA and PSO. Moreover, the best yield of nonlinear rules is 45.52% better (higher) than that obtained by linear rules.
    publisherAmerican Society of Civil Engineers
    titleExtraction of Multicrop Planning Rules in a Reservoir System: Application of Evolutionary Algorithms
    typeJournal Paper
    journal volume139
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000572
    treeJournal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 006
    contenttypeFulltext
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