Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils

The traditional advection-dispersion equation (ADE) and the mobile-immobile model (MIM) are widely used to describe solute transport in heterogeneous porous media. However, the fitness of the two models is case-dependent. In this paper, the transport of conservative, adsorbing and degradable solutes...

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Main Author: Haizhu HU,Xiaomin MAO
Format: Article
Language:English
Published: Higher Education Press 2016-09-01
Series:Frontiers of Agricultural Science and Engineering
Subjects:
Online Access:http://academic.hep.com.cn/fase/fileup/2095-7505/PDF/1468829403829-1925816100.pdf
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spelling doaj-9b4f5bf2b45843c0a67437b9cd32d2a62020-11-24T21:07:21ZengHigher Education PressFrontiers of Agricultural Science and Engineering2095-75052016-09-013324124810.15302/J-FASE-2016108Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soilsHaizhu HU,Xiaomin MAO01.College of Water Resources and Civil Engineering, China Agricultural University, Beijing 100083, China; 2. College of Environment and Resources, Inner Mongolia University, Hohhot 010021, ChinaThe traditional advection-dispersion equation (ADE) and the mobile-immobile model (MIM) are widely used to describe solute transport in heterogeneous porous media. However, the fitness of the two models is case-dependent. In this paper, the transport of conservative, adsorbing and degradable solutes through a 1 m heterogeneous soil column under steady flow condition was simulated by ADE and MIM, and sensitivity analysis was conducted. Results show that MIM tends to prolong the breakthrough process and decrease peak concentration for all three solutes, and tailing and skewness are more pronounced with increasing dispersivity. Breakthrough curves of the adsorbing solute simulated by MIM are less sensitive to the retardation factor compared with the results simulated by ADE. The breakthrough curves of degradable solute obtained by MIM and ADE nearly overlap with a high degradation rate coefficient, indicating that MIM and ADE perform similarly for simulating degradable solute transport when biochemical degradation prevails over the mass exchange between mobile and immobile zones. The results suggest that the physical significance of dispersivity should be carefully considered when MIM is applied to simulate the degradable solute transport and/or ADE is applied to simulate the adsorbing solute transport in highly dispersive soils.http://academic.hep.com.cn/fase/fileup/2095-7505/PDF/1468829403829-1925816100.pdfsolute transport|advection dispersion equation (ADE)|mobile-immobile model (MIM)|conservative solute|adsorbing solute|degradable solute|PHREEQC-2
collection DOAJ
language English
format Article
sources DOAJ
author Haizhu HU,Xiaomin MAO
spellingShingle Haizhu HU,Xiaomin MAO
Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils
Frontiers of Agricultural Science and Engineering
solute transport|advection dispersion equation (ADE)|mobile-immobile model (MIM)|conservative solute|adsorbing solute|degradable solute|PHREEQC-2
author_facet Haizhu HU,Xiaomin MAO
author_sort Haizhu HU,Xiaomin MAO
title Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils
title_short Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils
title_full Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils
title_fullStr Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils
title_full_unstemmed Comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils
title_sort comparison of the performance of traditional advection-dispersion equation and mobile-immobile model for simulating solute transport in heterogeneous soils
publisher Higher Education Press
series Frontiers of Agricultural Science and Engineering
issn 2095-7505
publishDate 2016-09-01
description The traditional advection-dispersion equation (ADE) and the mobile-immobile model (MIM) are widely used to describe solute transport in heterogeneous porous media. However, the fitness of the two models is case-dependent. In this paper, the transport of conservative, adsorbing and degradable solutes through a 1 m heterogeneous soil column under steady flow condition was simulated by ADE and MIM, and sensitivity analysis was conducted. Results show that MIM tends to prolong the breakthrough process and decrease peak concentration for all three solutes, and tailing and skewness are more pronounced with increasing dispersivity. Breakthrough curves of the adsorbing solute simulated by MIM are less sensitive to the retardation factor compared with the results simulated by ADE. The breakthrough curves of degradable solute obtained by MIM and ADE nearly overlap with a high degradation rate coefficient, indicating that MIM and ADE perform similarly for simulating degradable solute transport when biochemical degradation prevails over the mass exchange between mobile and immobile zones. The results suggest that the physical significance of dispersivity should be carefully considered when MIM is applied to simulate the degradable solute transport and/or ADE is applied to simulate the adsorbing solute transport in highly dispersive soils.
topic solute transport|advection dispersion equation (ADE)|mobile-immobile model (MIM)|conservative solute|adsorbing solute|degradable solute|PHREEQC-2
url http://academic.hep.com.cn/fase/fileup/2095-7505/PDF/1468829403829-1925816100.pdf
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