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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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