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    A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 008::page 04023056-1
    Author:
    Lingyun Gou
    ,
    Chao Zhang
    ,
    Ning Lu
    ,
    Shaojie Hu
    DOI: 10.1061/JGGEFK.GTENG-11388
    Publisher: ASCE
    Abstract: A soil’s hydraulic conductivity is a highly nonlinear function of water content, decreasing many orders of magnitude from its saturated state to dry state. This nonlinearity is a macroscopic manifestation of microscopic soil properties of pore structure, pore connectivity, and mineral–water interaction. These microscopic soil properties are underpinned by two distinct soil–water interaction mechanisms: adsorption and capillarity. Herein, a soil hydraulic conductivity equation was developed by incorporating capillary pore flow and adsorptive film flow. The capillary pore flow is captured via a model of bundle of cylindrical capillaries, whereas the adsorptive film flow is established using a film thickness function incorporating adsorption mechanisms of the electric double layer, van der Waals, surface hydration, and cation hydration potentials. The transition between adsorptive film flow and capillary flow is delineated by a water cavitation probability function. The proposed soil hydraulic conductivity equation automatically can fulfill the five necessary physical constraints imposed by underlying soil–water interaction characteristics. The proposed hydraulic conductivity equation can capture the hydraulic conductivity data very well for a wide array of soils, and outperforms several established soil hydraulic models in full matric potential ranges, especially in the low matric potential range in which adsorptive film flow is dominant.
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      A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4293580
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorLingyun Gou
    contributor authorChao Zhang
    contributor authorNing Lu
    contributor authorShaojie Hu
    date accessioned2023-11-27T23:28:20Z
    date available2023-11-27T23:28:20Z
    date issued5/25/2023 12:00:00 AM
    date issued2023-05-25
    identifier otherJGGEFK.GTENG-11388.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293580
    description abstractA soil’s hydraulic conductivity is a highly nonlinear function of water content, decreasing many orders of magnitude from its saturated state to dry state. This nonlinearity is a macroscopic manifestation of microscopic soil properties of pore structure, pore connectivity, and mineral–water interaction. These microscopic soil properties are underpinned by two distinct soil–water interaction mechanisms: adsorption and capillarity. Herein, a soil hydraulic conductivity equation was developed by incorporating capillary pore flow and adsorptive film flow. The capillary pore flow is captured via a model of bundle of cylindrical capillaries, whereas the adsorptive film flow is established using a film thickness function incorporating adsorption mechanisms of the electric double layer, van der Waals, surface hydration, and cation hydration potentials. The transition between adsorptive film flow and capillary flow is delineated by a water cavitation probability function. The proposed soil hydraulic conductivity equation automatically can fulfill the five necessary physical constraints imposed by underlying soil–water interaction characteristics. The proposed hydraulic conductivity equation can capture the hydraulic conductivity data very well for a wide array of soils, and outperforms several established soil hydraulic models in full matric potential ranges, especially in the low matric potential range in which adsorptive film flow is dominant.
    publisherASCE
    titleA Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity
    typeJournal Article
    journal volume149
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-11388
    journal fristpage04023056-1
    journal lastpage04023056-17
    page17
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 008
    contenttypeFulltext
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