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    Toward Physically Based Estimation of Surface Irrigation Infiltration

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author:
    A. J. Clemmens
    ,
    E. Bautista
    DOI: 10.1061/(ASCE)IR.1943-4774.0000092
    Publisher: American Society of Civil Engineers
    Abstract: Irrigation practitioners use empirical infiltration equations. Theoretical infiltration equations are currently not capable of capturing surface irrigation infiltration behavior, particularly during initial wetting. For a coarse textured soil, an example is shown where the Green-Ampt equation can be adjusted to match field “average” infiltration conditions by altering the soil’s physical properties. For finer textured soils, a time offset is proposed for adjusting the Green-Ampt equation to account for cracking and soil consolidation upon wetting. This results in a nonzero infiltration amount at time 0, a phenomenon commonly observed for infiltration of cracking soils. Applying this concept to the Philip equation (same as Modified Kostiakov equation with
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      Toward Physically Based Estimation of Surface Irrigation Infiltration

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    contributor authorA. J. Clemmens
    contributor authorE. Bautista
    date accessioned2017-05-08T21:52:31Z
    date available2017-05-08T21:52:31Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%29ir%2E1943-4774%2E0000119.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64974
    description abstractIrrigation practitioners use empirical infiltration equations. Theoretical infiltration equations are currently not capable of capturing surface irrigation infiltration behavior, particularly during initial wetting. For a coarse textured soil, an example is shown where the Green-Ampt equation can be adjusted to match field “average” infiltration conditions by altering the soil’s physical properties. For finer textured soils, a time offset is proposed for adjusting the Green-Ampt equation to account for cracking and soil consolidation upon wetting. This results in a nonzero infiltration amount at time 0, a phenomenon commonly observed for infiltration of cracking soils. Applying this concept to the Philip equation (same as Modified Kostiakov equation with
    publisherAmerican Society of Civil Engineers
    titleToward Physically Based Estimation of Surface Irrigation Infiltration
    typeJournal Paper
    journal volume135
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000092
    treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 005
    contenttypeFulltext
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