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    Furrow Irrigation Simulation Time Reduction

    Source: Journal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    Mohammad Rayej
    ,
    Wesley W. Wallender
    DOI: 10.1061/(ASCE)0733-9437(1985)111:2(134)
    Publisher: American Society of Civil Engineers
    Abstract: Temporal and spatial changes in the flow profile decrease with time under furrow irrigation, and these slow changes suggest modifications in the simulation methods. Geometrically increasing time steps and node deletion at the upstream boundary are introduced and evaluated for accuracy and CPU time reduction. Increasing the time steps reduced CPU time without sacrificing accuracy significantly in predicting advance. The geometric progression factor is estimated automatically from the first two advance increments, thus incorporating site‐specific flow and infiltration characteristics. The moving left boundary method is slightly more accurate, but is less cost‐efficient than the varying time‐step modification for the example conditions. However, special infiltration conditions may favor the latter method.
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      Furrow Irrigation Simulation Time Reduction

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    contributor authorMohammad Rayej
    contributor authorWesley W. Wallender
    date accessioned2017-05-08T20:46:39Z
    date available2017-05-08T20:46:39Z
    date copyrightJune 1985
    date issued1985
    identifier other%28asce%290733-9437%281985%29111%3A2%28134%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26805
    description abstractTemporal and spatial changes in the flow profile decrease with time under furrow irrigation, and these slow changes suggest modifications in the simulation methods. Geometrically increasing time steps and node deletion at the upstream boundary are introduced and evaluated for accuracy and CPU time reduction. Increasing the time steps reduced CPU time without sacrificing accuracy significantly in predicting advance. The geometric progression factor is estimated automatically from the first two advance increments, thus incorporating site‐specific flow and infiltration characteristics. The moving left boundary method is slightly more accurate, but is less cost‐efficient than the varying time‐step modification for the example conditions. However, special infiltration conditions may favor the latter method.
    publisherAmerican Society of Civil Engineers
    titleFurrow Irrigation Simulation Time Reduction
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1985)111:2(134)
    treeJournal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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