A fully coupled finite element model of landfill gas migration in a partially saturated soil

被引:0
作者
Ferguson, WJ [1 ]
Palananthakumar, B
机构
[1] Heriot Watt Univ, Sch Built Environm, Edinburgh EH14 4AS, Midlothian, Scotland
[2] Univ Coll Dublin, Dept Geol, Fault Anal Grp, Dublin 4, Ireland
来源
CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES | 2005年 / 8卷 / 03期
关键词
finite element model; landfill gas migration; partially saturated soil; Loscoe landfill gas explosion; gas transport mechanism;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Environmental and safety issues associated with landfill gas require the control of off-site migration. Mathematical modelling can assist in the understanding of the processes and mechanisms controlling gas migration from municipal waste disposal sites. This paper presents the development and application of a mathematical model that simulates landfill gas migration within a partially saturated soil. This model accounts for two-phase flow and incorporates multi-component (methane, carbon dioxide, dry air and moisture) transport in the gas and liquid phases together with concomitant heat migration. The governing system of fully coupled non-linear partial differential equations of the model have been derived from a mechanistic approach where the mass and energy conservation laws are defined for a particular phase into which Darcy's law and Fick's law are substituted. Employing the Galerkin finite element method for the spatial discretisation and a finite difference timestepping scheme for the temporal discretisation, a fully implicit algorithm has been developed for the numerical solution of the governing equations. The model was applied to the Loscoe landfill site to estimate the landfill gas concentration in the vicinity of the gas explosion which occurred in March 1986. An assessment has also been made to determine the relative importance of the gas transport mechanisms (i.e. diffusion, convection and dissolved gas) in this case study.
引用
收藏
页码:201 / 215
页数:15
相关论文
共 51 条
[1]  
AITKENHEAD N, 1986, FP87883AS BRIT SURV
[2]  
[Anonymous], 1966, PROPERTIES GASES LIQ
[3]   A new meshless local Petrov-Galerkin (MLPG) approach in computational mechanics [J].
Atluri, SN ;
Zhu, T .
COMPUTATIONAL MECHANICS, 1998, 22 (02) :117-127
[4]  
ATLURI SN, 2000, CMES COMPUTER MODELI, V6, P491
[5]   Treatment of material discontinuity in two meshless local Petrov-Galerkin (MLPG) formulations of axisymmetric transient heat conduction [J].
Batra, RC ;
Porfiri, M ;
Spinello, D .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2004, 61 (14) :2461-2479
[6]   ELEMENT-FREE GALERKIN METHODS [J].
BELYTSCHKO, T ;
LU, YY ;
GU, L .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (02) :229-256
[7]  
Bird R.B., 2006, TRANSPORT PHENOMENA, Vsecond, DOI 10.1002/aic.690070245
[8]   Lateral gas transport in soil adjacent to an old landfill: factors governing emissions and methane oxidation [J].
Christophersen, M ;
Kjeldsen, P ;
Holst, H ;
Chanton, J .
WASTE MANAGEMENT & RESEARCH, 2001, 19 (06) :595-612
[9]   Lateral gas transport in soil adjacent to an old landfill: factors governing gas migration [J].
Christophersen, M ;
Kjeldsen, P .
WASTE MANAGEMENT & RESEARCH, 2001, 19 (06) :579-594
[10]  
De VRIES D. A., 1958, TRANS AMER GEOPHYS UNION, V39, P909