Semi-analytical model for axisymmetric transport of contaminant through flawed geomembrane

被引:2
作者
Li, T. [1 ,2 ]
Sun, D. [1 ]
Ni, P. [3 ,4 ]
Chen, Z. [5 ]
Wang, L. [2 ]
机构
[1] Shanghai Univ, Sch Mech & Engn Sci, Shanghai 200444, Peoples R China
[2] Shanghai Univ Engn Sci, Sch Urban Railway Transportat, Shanghai, Peoples R China
[3] Sun Yat Sen Univ, Sch Civil & Engn, Zhuhai, Peoples R China
[4] Southern Marine Sci & Engn Guangdong Lab Zhuhai, Zhuhai, Peoples R China
[5] Hainan Univ, Sch Civil Engn & Architecture, Haikou, Peoples R China
基金
中国国家自然科学基金;
关键词
geosynthetics; geomembrane; axisymmetric transport of contaminant; mixed-type boundary condition; discretization method; PARTIALLY PENETRATING WELL; SOLUTE TRANSPORT; NUMERICAL INVERSION; COMPOSITE LINERS; DISPERSION EQUATION; LAPLACE TRANSFORMS; BOUNDARY; DIFFUSION; LEAKAGE; DESIGN;
D O I
10.1680/jgein.23.00091
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Geomembrane (GM) is a kind of cost-efficient material for pollutant barrier in landfills, while defects can occur during the installation or service periods, resulting in a mixed-type boundary condition (MTBC) at the top surface of underlying soil layer (SL). In this study, a novel boundary transform method is employed to handle the MTBC problem of axisymmetric transport of organic contaminant through defected GM, and a semi-analytical solution is derived to evaluate the concentration profiles in the spatiotemporal domain. The proposed solution is in the cylindrical coordinates that can incorporate the diffusion and dispersion processes, as well as the concentration condition in the GM defect. The discretization method, integral transforms and corresponding inverse transforms are applied to obtain the semi-analytical solution, which is demonstrated effective compared to the numerical results. The model is applied to predict the migration characteristics of organic contaminant in several cases, followed by discussions to evaluate the influencing roles of defect rate, anisotropic coefficient, and segment number. Results indicate that the existence of defects substantially reduces the barrier capacity of the GM layer, and the contaminant migration time varies in several orders of magnitude for different MTBCs. Highlights: The current study proposes an axisymmetric migration model of organic contaminant through flawed GM into the underlying SL; A novel boundary transform method is employed to handle the mixed-type boundary condition problem of axisymmetric transport of organic contaminant through defected GM: Relevant investigations and analyses prove the advantages of the proposed model, including better demonstration of contaminant migration, being adaptable for various problems, and mesh free computation.
引用
收藏
页码:728 / 740
页数:13
相关论文
共 49 条
[1]   Numerical Characterization of Advective Gas Flow through GM/GCL Composite Liners Having a Circular Defect in the Geomembrane [J].
Abuel-Naga, Hossam M. ;
Bouazza, Abdelmalek .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (11) :1661-1671
[2]   Laboratory investigation of flow rate through composite liners consisting of a geomembrane, a GCL and a soil liner [J].
Barroso, Madalena ;
Touze-Foltz, Nathalie ;
von Maubeuge, Kent ;
Pierson, Patrick .
GEOTEXTILES AND GEOMEMBRANES, 2006, 24 (03) :139-155
[3]   ANALYTICAL SOLUTION OF THE ONE-DIMENSIONAL TIME-DEPENDENT TRANSPORT-EQUATION [J].
BASHA, HA ;
ELHABEL, FS .
WATER RESOURCES RESEARCH, 1993, 29 (09) :3209-3214
[4]   TWO-DIMENSIONAL DISPERSION FROM STRIP SOURCES [J].
BATU, V .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (06) :827-841
[5]   1ST-TYPE AND 3RD-TYPE BOUNDARY-CONDITIONS IN 2-DIMENSIONAL SOLUTE TRANSPORT MODELING [J].
BATU, V ;
VANGENUCHTEN, MT .
WATER RESOURCES RESEARCH, 1990, 26 (02) :339-350
[7]   Semi-analytical solution of multilayer diffusion problems with time-varying boundary conditions and general interface conditions [J].
Carr, Elliot J. ;
March, Nathan G. .
APPLIED MATHEMATICS AND COMPUTATION, 2018, 333 :286-303
[8]   Flowing partially penetrating well: solution to a mixed-type boundary value problem [J].
Cassiani, G ;
Kabala, ZJ ;
Medina, MA .
ADVANCES IN WATER RESOURCES, 1999, 23 (01) :59-68
[9]   A flowing partially penetrating well in a aquifer: a mixed-type initial boundary of finite-thickness value problem [J].
Chang, CC ;
Chen, CS .
JOURNAL OF HYDROLOGY, 2003, 271 (1-4) :101-118
[10]   Two-dimensional Laplace-transformed power series solution for solute transport in a radially convergent flow field [J].
Chen, JS ;
Liu, CW ;
Liao, CM .
ADVANCES IN WATER RESOURCES, 2003, 26 (10) :1113-1124