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contributor authorChuang Yu
contributor authorHui Wang
contributor authorZe-xiang Wu
contributor authorWen-jing Sun
contributor authorBehzad Fatahi
date accessioned2019-09-18T10:41:45Z
date available2019-09-18T10:41:45Z
date issued2019
identifier other%28ASCE%29GM.1943-5622.0001483.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260384
description abstractAccording to the characteristics of the time-dependent dispersion coefficient of pollutant migration in soils, a one-dimensional pollutant migration model considering solute decay is established in the finite thickness soil. Based on the proposed model, the time-dependent boundary condition variable is considered, and different types of time-dependent dispersion coefficients are also assumed. The variable parameter k for pollutant diffusion time is used to control the time-dependent model. The analytical solution is obtained by separating the variable method. The results calculated by the presented analytical solution compared with those in the literature indicate solution accuracy and program reliability. According to the parameter study, variable k in the time-dependent model has a particular influence on the results, and the time-dependent and constant boundary conditions have a significant difference. The proposed method can be a reference for the landfill liner design.
publisherAmerican Society of Civil Engineers
titleAnalytical Solution for Pollutant Diffusion in Soils with Time-Dependent Dispersion Coefficient
typeJournal Paper
journal volume19
journal issue10
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001483
page04019109
treeInternational Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 010
contenttypeFulltext


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