Experimental study and characteristic finite element simulation of solute transport in a cross-fracture

A new method, the characteristic finite element method (CFEM), was developed to simulate solute transport in a cross-fracture. The solution of this mathematical model for solute transport considered that the contribution of convection and dispersion terms was deduced using the single-step, trace-bac...

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Main Authors: Long-fei Chen, Yong Huang
Format: Article
Language:English
Published: Elsevier 2016-11-01
Series:Geoscience Frontiers
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674987115001279
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spelling doaj-3c493e7089444640829f8478188b5aab2020-11-24T21:59:56ZengElsevierGeoscience Frontiers1674-98712016-11-017696396710.1016/j.gsf.2015.11.001Experimental study and characteristic finite element simulation of solute transport in a cross-fractureLong-fei Chen0Yong Huang1Civil Engineering Department of Chongqing Three Gorges College, Wanzhou 404000, ChinaSchool of Earth Sciences and Engineering, Hohai University, Nanjing 210098, ChinaA new method, the characteristic finite element method (CFEM), was developed to simulate solute transport in a cross-fracture. The solution of this mathematical model for solute transport considered that the contribution of convection and dispersion terms was deduced using the single-step, trace-back method and routine finite element method (FEM). Also, experimental models were designed to verify the reliability and validity of the CFEM. Results showed that experimental data from a single fracture model agreed with numerical simulations obtained from the use of the CFEM. However, routine FEM caused numerical oscillation and dispersion during the calculation of solute concentration. Furthermore, in this cross-fracture model, CFEM simulation results predicted that the arrival time of concentration peak values decreased with increasing flux. Also, the second concentration peak value was obvious with the decrease of flux, which may have resulted from the convergence of solute concentrations from main, and branch, fractures.http://www.sciencedirect.com/science/article/pii/S1674987115001279Solute transportCross-fractureCFEMDispersion
collection DOAJ
language English
format Article
sources DOAJ
author Long-fei Chen
Yong Huang
spellingShingle Long-fei Chen
Yong Huang
Experimental study and characteristic finite element simulation of solute transport in a cross-fracture
Geoscience Frontiers
Solute transport
Cross-fracture
CFEM
Dispersion
author_facet Long-fei Chen
Yong Huang
author_sort Long-fei Chen
title Experimental study and characteristic finite element simulation of solute transport in a cross-fracture
title_short Experimental study and characteristic finite element simulation of solute transport in a cross-fracture
title_full Experimental study and characteristic finite element simulation of solute transport in a cross-fracture
title_fullStr Experimental study and characteristic finite element simulation of solute transport in a cross-fracture
title_full_unstemmed Experimental study and characteristic finite element simulation of solute transport in a cross-fracture
title_sort experimental study and characteristic finite element simulation of solute transport in a cross-fracture
publisher Elsevier
series Geoscience Frontiers
issn 1674-9871
publishDate 2016-11-01
description A new method, the characteristic finite element method (CFEM), was developed to simulate solute transport in a cross-fracture. The solution of this mathematical model for solute transport considered that the contribution of convection and dispersion terms was deduced using the single-step, trace-back method and routine finite element method (FEM). Also, experimental models were designed to verify the reliability and validity of the CFEM. Results showed that experimental data from a single fracture model agreed with numerical simulations obtained from the use of the CFEM. However, routine FEM caused numerical oscillation and dispersion during the calculation of solute concentration. Furthermore, in this cross-fracture model, CFEM simulation results predicted that the arrival time of concentration peak values decreased with increasing flux. Also, the second concentration peak value was obvious with the decrease of flux, which may have resulted from the convergence of solute concentrations from main, and branch, fractures.
topic Solute transport
Cross-fracture
CFEM
Dispersion
url http://www.sciencedirect.com/science/article/pii/S1674987115001279
work_keys_str_mv AT longfeichen experimentalstudyandcharacteristicfiniteelementsimulationofsolutetransportinacrossfracture
AT yonghuang experimentalstudyandcharacteristicfiniteelementsimulationofsolutetransportinacrossfracture
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