Volatile organic compound (VOC) transport through compacted clay

被引:57
|
作者
Kim, JY [1 ]
Edil, NB
Park, JK
机构
[1] Univ Wisconsin, Dept Civil & Environm Engn, Madison, WI 53706 USA
[2] Seoul Natl Univ, Div Civ Urban & Geosys Engn, Seoul 151742, South Korea
关键词
D O I
10.1061/(ASCE)1090-0241(2001)127:2(126)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Movement of volatile organic compounds (VOCs) through compacted clay liners was investigated using laboratory-scale column and tank tests. Hydraulic conductivity of the compacted clay was not significantly impacted by the introduction of VOCs in concentrations up to 20 mg/L. Soil-water partition coefficients of the seven VOCs tested had a strong logarithmic relationship with the octanol-water partition coefficient. Partition coefficients from batch tests were in good agreement with those measured directly on soil samples at the termination of the column/tank tests. The VOCs were degraded in the clay, with estimated half-lives ranging from 2 to 116 days. Mechanical dispersion was not significant in the range of the hydraulic conductivities of the test specimens (i.e., <10(-7) cm/s). Effective molecular diffusion coefficients were mostly in 10(-6) cm(2)/s and generally decreased with increasing aqueous solubility. Mass transport parameters of VOCs in clay liners can be estimated from laboratory batch tests and properly prepared small-scale column tests. However, accounting for degradation of VOCs and minimizing the number of transport parameters that are simultaneously estimated from a single response-time record are important considerations for accurate determination of transport parameters.
引用
收藏
页码:126 / 134
页数:9
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