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    Field Verification of Two-Dimensional Surface Irrigation Model

    Source: Journal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author:
    A. J. Clemmens
    ,
    T. S. Strelkoff
    ,
    E. Playán
    DOI: 10.1061/(ASCE)0733-9437(2003)129:6(402)
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional (2D) model of unsteady shallow-water flow in surface irrigation was developed to evaluate the influence of field-grading precision on surface irrigation performance. This paper presents field data for verification of this 2D model. No attempt was made here to evaluate irrigation performance. Verification of such models relies on independent estimates of parameters for infiltration and roughness. To accomplish this, water surface elevations were measured at 26 points within a 3 ha level basin. A double-bubbler system was used to obtain relative water depths. Field surveys were used to convert these to water surface elevations and field water depths, from which surface water volumes over time were computed. The infiltration function was determined by matching inflow minus surface volume over time with computed subsurface volume. A value of Manning
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      Field Verification of Two-Dimensional Surface Irrigation Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28215
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorA. J. Clemmens
    contributor authorT. S. Strelkoff
    contributor authorE. Playán
    date accessioned2017-05-08T20:49:23Z
    date available2017-05-08T20:49:23Z
    date copyrightDecember 2003
    date issued2003
    identifier other%28asce%290733-9437%282003%29129%3A6%28402%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28215
    description abstractA two-dimensional (2D) model of unsteady shallow-water flow in surface irrigation was developed to evaluate the influence of field-grading precision on surface irrigation performance. This paper presents field data for verification of this 2D model. No attempt was made here to evaluate irrigation performance. Verification of such models relies on independent estimates of parameters for infiltration and roughness. To accomplish this, water surface elevations were measured at 26 points within a 3 ha level basin. A double-bubbler system was used to obtain relative water depths. Field surveys were used to convert these to water surface elevations and field water depths, from which surface water volumes over time were computed. The infiltration function was determined by matching inflow minus surface volume over time with computed subsurface volume. A value of Manning
    publisherAmerican Society of Civil Engineers
    titleField Verification of Two-Dimensional Surface Irrigation Model
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2003)129:6(402)
    treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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