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    Modeling Two-Dimensional Infiltration from Irrigation Furrows

    Source: Journal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author:
    Th. Wöhling
    ,
    G. H. Schmitz
    ,
    J.-C. Mailhol
    DOI: 10.1061/(ASCE)0733-9437(2004)130:4(296)
    Publisher: American Society of Civil Engineers
    Abstract: Numerical simulation of the two-dimensional (2D) infiltration process during furrow irrigation requires considerable computational effort, which can be reduced by analytical modeling. This paper deals with the further development of the semianalytical infiltration model FURINF (furrow infiltration). Considering the varying impact of gravity and furrow geometry, the new approach models the impact of furrow geometry on infiltration progress using a transient geometric shape factor as a function of infiltration time and furrow geometry. FURINF portrays 2D infiltration from the wetted furrow perimeter by a series of one-dimensional (1D) infiltration computations that are performed in this paper on the basis of an analytical as well as a numerical solution of the 1D Richards equation. Comparing the FURINF results provided by the analytical and numerical 1D infiltration model confirmed the adequacy and reliability of the robust and simple analytical approach, which only requires soil parameters provided by rather simple measurements. The results and performances of the analytical FURINF model (FURINF-A) are compared within the frame of a sensitivity and error analysis with the outcome of the numerical subsurface flow model HYDRUS-2D considering three different soils.
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      Modeling Two-Dimensional Infiltration from Irrigation Furrows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28267
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    contributor authorTh. Wöhling
    contributor authorG. H. Schmitz
    contributor authorJ.-C. Mailhol
    date accessioned2017-05-08T20:49:27Z
    date available2017-05-08T20:49:27Z
    date copyrightAugust 2004
    date issued2004
    identifier other%28asce%290733-9437%282004%29130%3A4%28296%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28267
    description abstractNumerical simulation of the two-dimensional (2D) infiltration process during furrow irrigation requires considerable computational effort, which can be reduced by analytical modeling. This paper deals with the further development of the semianalytical infiltration model FURINF (furrow infiltration). Considering the varying impact of gravity and furrow geometry, the new approach models the impact of furrow geometry on infiltration progress using a transient geometric shape factor as a function of infiltration time and furrow geometry. FURINF portrays 2D infiltration from the wetted furrow perimeter by a series of one-dimensional (1D) infiltration computations that are performed in this paper on the basis of an analytical as well as a numerical solution of the 1D Richards equation. Comparing the FURINF results provided by the analytical and numerical 1D infiltration model confirmed the adequacy and reliability of the robust and simple analytical approach, which only requires soil parameters provided by rather simple measurements. The results and performances of the analytical FURINF model (FURINF-A) are compared within the frame of a sensitivity and error analysis with the outcome of the numerical subsurface flow model HYDRUS-2D considering three different soils.
    publisherAmerican Society of Civil Engineers
    titleModeling Two-Dimensional Infiltration from Irrigation Furrows
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2004)130:4(296)
    treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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