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    Furrow Geometric Parameters

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author:
    Thomas J. Trout
    DOI: 10.1061/(ASCE)0733-9437(1991)117:5(613)
    Publisher: American Society of Civil Engineers
    Abstract: Furrow shape information is required for modeling and evaluating furrow irrigation. Currently used shape models assume the furrow perimeter is rigid so that only the flow depth increases with capacity. Actual furrow perimeters are not rigid and may widen as their capacity increases. If the furrow width increases proportionally with flow depth, the flow cross‐sectional shape remains constant and only the size increases with capacity. This constant‐shape model results in simple generalized relationships between the hydraulic and geometric parameters, which simplifies analysis of the complicated interactions that occur during furrow irrigation. The two shape models are compared conceptually and against field measurements. The rigid‐perimeter model better matches field‐measured furrow shapes and is easier to rationalize conceptually. However, both models match the important relationships between furrow geometric parameters and hydraulic parameters equally well. The most important relationship between flow area and uniform flow section factor is insensitive to both the model and shape. The predictions of both models are more sensitive to the furrow top width‐to‐flow depth ratio than to shape.
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      Furrow Geometric Parameters

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    contributor authorThomas J. Trout
    date accessioned2017-05-08T20:47:27Z
    date available2017-05-08T20:47:27Z
    date copyrightSeptember 1991
    date issued1991
    identifier other%28asce%290733-9437%281991%29117%3A5%28613%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27258
    description abstractFurrow shape information is required for modeling and evaluating furrow irrigation. Currently used shape models assume the furrow perimeter is rigid so that only the flow depth increases with capacity. Actual furrow perimeters are not rigid and may widen as their capacity increases. If the furrow width increases proportionally with flow depth, the flow cross‐sectional shape remains constant and only the size increases with capacity. This constant‐shape model results in simple generalized relationships between the hydraulic and geometric parameters, which simplifies analysis of the complicated interactions that occur during furrow irrigation. The two shape models are compared conceptually and against field measurements. The rigid‐perimeter model better matches field‐measured furrow shapes and is easier to rationalize conceptually. However, both models match the important relationships between furrow geometric parameters and hydraulic parameters equally well. The most important relationship between flow area and uniform flow section factor is insensitive to both the model and shape. The predictions of both models are more sensitive to the furrow top width‐to‐flow depth ratio than to shape.
    publisherAmerican Society of Civil Engineers
    titleFurrow Geometric Parameters
    typeJournal Paper
    journal volume117
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1991)117:5(613)
    treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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