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    Scale Dependence of Dispersion Coefficient for Solute Transport in Porous Media Using Image Analysis

    Source: Journal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 006::page 04023016-1
    Author:
    Yong Liu
    ,
    Yajing Liu
    ,
    Shen Li
    ,
    Qi Zhang
    ,
    Jiazhong Qian
    DOI: 10.1061/JHYEFF.HEENG-5874
    Publisher: American Society of Civil Engineers
    Abstract: Scale dependence of dispersion coefficient (D) in the advection-dispersion equation (ADE) for solute transport in porous media was investigated by a series of experiments using image analysis. A hexahedral plexiglass box sized 200×8×1.5  cm (L×W×H) was set and packed with glass beads as porous media. The solute transport under different conditions was simulated by changing the particle size of glass beads, flow rate, and detection scale using Bright Blue as tracer. The image analysis method was used to dynamically monitor and identify the spatiotemporal variation of solute concentration distribution. The results showed that image analysis can effectively monitor and identify the solute concentration in porous media, as indicated by an R2 value of 0.9890. There is an obvious linear relationship between hydraulic gradient (J) and velocity (v) in porous media under different experimental conditions. The ADE model is suitable for solute breakthrough curve (BTC) with good fitting accuracy, and can effectively reflect the concentration variation during solute transport. The key parameters controlling the solute transport were analyzed. D has abnormal diffusion (i.e., non-Fickian phenomenon) and scale dependence, and BTCs had a long tail, which becomes more obvious with the increase of flow rate, medium particle size, and transport scale.
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      Scale Dependence of Dispersion Coefficient for Solute Transport in Porous Media Using Image Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292810
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    contributor authorYong Liu
    contributor authorYajing Liu
    contributor authorShen Li
    contributor authorQi Zhang
    contributor authorJiazhong Qian
    date accessioned2023-08-16T19:08:12Z
    date available2023-08-16T19:08:12Z
    date issued2023/06/01
    identifier otherJHYEFF.HEENG-5874.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292810
    description abstractScale dependence of dispersion coefficient (D) in the advection-dispersion equation (ADE) for solute transport in porous media was investigated by a series of experiments using image analysis. A hexahedral plexiglass box sized 200×8×1.5  cm (L×W×H) was set and packed with glass beads as porous media. The solute transport under different conditions was simulated by changing the particle size of glass beads, flow rate, and detection scale using Bright Blue as tracer. The image analysis method was used to dynamically monitor and identify the spatiotemporal variation of solute concentration distribution. The results showed that image analysis can effectively monitor and identify the solute concentration in porous media, as indicated by an R2 value of 0.9890. There is an obvious linear relationship between hydraulic gradient (J) and velocity (v) in porous media under different experimental conditions. The ADE model is suitable for solute breakthrough curve (BTC) with good fitting accuracy, and can effectively reflect the concentration variation during solute transport. The key parameters controlling the solute transport were analyzed. D has abnormal diffusion (i.e., non-Fickian phenomenon) and scale dependence, and BTCs had a long tail, which becomes more obvious with the increase of flow rate, medium particle size, and transport scale.
    publisherAmerican Society of Civil Engineers
    titleScale Dependence of Dispersion Coefficient for Solute Transport in Porous Media Using Image Analysis
    typeJournal Article
    journal volume28
    journal issue6
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/JHYEFF.HEENG-5874
    journal fristpage04023016-1
    journal lastpage04023016-11
    page11
    treeJournal of Hydrologic Engineering:;2023:;Volume ( 028 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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