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    Estimating Hydraulic Conductivity for Models of Soils with Macropores

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author:
    Mahmood H. Nachabe
    DOI: 10.1061/(ASCE)0733-9437(1995)121:1(95)
    Publisher: American Society of Civil Engineers
    Abstract: A simple and efficient method was developed to determine soil macroporosity and hydraulic conductivity for dual-porosity models from measurements of unconfined infiltration rates. The utility of this method was demonstrated by analyzing unconfined infiltration tests conducted with a tension infiltrometer at ponded conditions and at negative 3, 6, and 15 cm of water-supply pressure. The conductivity of soil macropores (pores > 1 mm in diameter) was 3.6 times the conductivity of the soil matrix. This contrast in the magnitudes of the hydraulic conductivity may justify the use of dual-porosity models of water flow and solute transport. Positive but small correlation between soil macroporosity and hydraulic conductivity of the soil matrix was identified. Soil macroporosity remained constant near the surface but it decreased with soil depth. The narrow range of 0 to −15 cm of water pressure may govern water flow and contaminant transport under field conditions because of the rapid decrease of conductivity with water pressure, which was reflected by a short macroscopic-length scale. The method described in this paper relied on measurements of unconfined infiltration rates to minimize soil disturbance. This method provided several advantages over measuring the macroporosity with double-ring infiltrometer, which requires driving a ring into the soil to establish one-dimensional flow.
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      Estimating Hydraulic Conductivity for Models of Soils with Macropores

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27632
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    contributor authorMahmood H. Nachabe
    date accessioned2017-05-08T20:48:06Z
    date available2017-05-08T20:48:06Z
    date copyrightJanuary 1995
    date issued1995
    identifier other%28asce%290733-9437%281995%29121%3A1%2895%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27632
    description abstractA simple and efficient method was developed to determine soil macroporosity and hydraulic conductivity for dual-porosity models from measurements of unconfined infiltration rates. The utility of this method was demonstrated by analyzing unconfined infiltration tests conducted with a tension infiltrometer at ponded conditions and at negative 3, 6, and 15 cm of water-supply pressure. The conductivity of soil macropores (pores > 1 mm in diameter) was 3.6 times the conductivity of the soil matrix. This contrast in the magnitudes of the hydraulic conductivity may justify the use of dual-porosity models of water flow and solute transport. Positive but small correlation between soil macroporosity and hydraulic conductivity of the soil matrix was identified. Soil macroporosity remained constant near the surface but it decreased with soil depth. The narrow range of 0 to −15 cm of water pressure may govern water flow and contaminant transport under field conditions because of the rapid decrease of conductivity with water pressure, which was reflected by a short macroscopic-length scale. The method described in this paper relied on measurements of unconfined infiltration rates to minimize soil disturbance. This method provided several advantages over measuring the macroporosity with double-ring infiltrometer, which requires driving a ring into the soil to establish one-dimensional flow.
    publisherAmerican Society of Civil Engineers
    titleEstimating Hydraulic Conductivity for Models of Soils with Macropores
    typeJournal Paper
    journal volume121
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1995)121:1(95)
    treeJournal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    contenttypeFulltext
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