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    Infiltration of Water into Soil with Cracks

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    V. Novák
    ,
    J. Šimåunek
    ,
    M. Th. van Genuchten
    DOI: 10.1061/(ASCE)0733-9437(2000)126:1(41)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the physical basis of the FRACTURE submodel for simulating infiltration of precipitation/irrigation water into relatively dry, cracked, fine-textured soils. The FRACTURE submodel forms part of the HYDRUS-ET variably saturated flow/transport model. Infiltration into the soil matrix is formally divided into two components: (1) Vertical infiltration through the soil surface; and (2) lateral infiltration via soil cracks. The first component is described and solved using the 1D Richards' equation. Excess water that does not infiltrate through the soil surface is either considered to be runoff, if no soil cracks are present, or routed into soil cracks from where it may laterally infiltrate into the soil matrix. Horizontal infiltration from soil cracks into the soil matrix is calculated using the Green-Ampt approach and incorporated as a positive source/sink term
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      Infiltration of Water into Soil with Cracks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27950
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    contributor authorV. Novák
    contributor authorJ. Šimåunek
    contributor authorM. Th. van Genuchten
    date accessioned2017-05-08T20:49:01Z
    date available2017-05-08T20:49:01Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-9437%282000%29126%3A1%2841%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27950
    description abstractThis paper presents the physical basis of the FRACTURE submodel for simulating infiltration of precipitation/irrigation water into relatively dry, cracked, fine-textured soils. The FRACTURE submodel forms part of the HYDRUS-ET variably saturated flow/transport model. Infiltration into the soil matrix is formally divided into two components: (1) Vertical infiltration through the soil surface; and (2) lateral infiltration via soil cracks. The first component is described and solved using the 1D Richards' equation. Excess water that does not infiltrate through the soil surface is either considered to be runoff, if no soil cracks are present, or routed into soil cracks from where it may laterally infiltrate into the soil matrix. Horizontal infiltration from soil cracks into the soil matrix is calculated using the Green-Ampt approach and incorporated as a positive source/sink term
    publisherAmerican Society of Civil Engineers
    titleInfiltration of Water into Soil with Cracks
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2000)126:1(41)
    treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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