A review of aqueous-phase VOC transport in modern landfill liners

被引:99
作者
Edil, TB [1 ]
机构
[1] Univ Wisconsin, Madison, WI 53705 USA
关键词
D O I
10.1016/S0956-053X(03)00101-6
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Leachates from municipal solid waste (MSW) and hazardous waste landfills contain a wide range of volatile organic compounds (VOCs) in addition to inorganic compounds. VOCs have been shown to migrate and contaminate the surrounding environment and impair the use of groundwater. Therefore, the effectiveness of modern landfill liner systems to minimize migration of VOCs is of concern. Most modern landfills employ a composite liner consisting of a geomembrane overlying a compacted clay liner or a geosynthetic clay liner. The geomembrane is often believed to be the primary barrier to contaminant transport. However, for VOCs, the clay component usually controls the rate of transport since VOCs are shown to diffuse through geomembrane at appreciable rates. Additionally, analyses have shown that transport of volatile organic compounds (VOCs) generally is more critical than transport of inorganic compounds (e.g., toxic heavy metals), even though VOCs are often found at lower concentrations in leachates. Therefore, the effectiveness of modern landfill liner systems to minimize migration of VOCs and transport of VOCS through clay liners and modeling of transport through composite liners merit scrutiny. This paper presents a review of recent research by the author and others on these topics. A systematic and comprehensive approach to determine mass transport parameters for transport of VOCs in liquid phase through compacted clay liners, geosynthetic clay liners (GCLs), and geomembranes has enabled to develop realistic models to predict mass flux of VOCs through modern composite liners and provide a quantitative basis to evaluate potential for transport of dissolved VOCs and the equivalency of different composite liners. (C) 2003 Published by Elsevier Ltd.
引用
收藏
页码:561 / 571
页数:11
相关论文
共 68 条
[11]  
CONNELLY JP, 2002, WISCONSIN DEP NATURA
[12]  
COOK CM, 1991, P 14 ANN MAD WAST C, P191
[13]   SALINE LEACHATE MIGRATION THROUGH CLAY - A COMPARATIVE LABORATORY AND FIELD INVESTIGATION [J].
CROOKS, VE ;
QUIGLEY, RM .
CANADIAN GEOTECHNICAL JOURNAL, 1984, 21 (02) :349-362
[14]   PREDICTING HYDRAULIC CONDUCTIVITY OF CLAY LINERS [J].
DANIEL, DE .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1984, 110 (02) :285-300
[15]  
DURIN L, 1998, P 6 INT C GEOS ATL I
[16]  
EDIL TB, 1994, AM SOC TEST MATER, V1142, P353, DOI 10.1520/STP23897S
[17]  
EDIL TB, 1995, ASCE GSP, V46, P775
[18]   LEACHATE - PRODUCTION AND CHARACTERIZATION [J].
FARQUHAR, GJ .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1989, 16 (03) :317-325
[19]   VISCOSITY AND DIELECTRIC-CONSTANT CONTROLS ON THE HYDRAULIC CONDUCTIVITY OF CLAYEY SOILS PERMEATED WITH WATER-SOLUBLE ORGANICS [J].
FERNANDEZ, F ;
QUIGLEY, RM .
CANADIAN GEOTECHNICAL JOURNAL, 1988, 25 (03) :582-589
[20]  
Foose G. J., 1997, THESIS U WISCONSIN M