Transport of Mecoprop through Mercia Mudstone and Oxford Clay at the laboratory scale
Transport of Mecoprop through Mercia Mudstone and Oxford Clay at the laboratory scale
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在实验室规模下 Mecoprop 通过麦西亚泥岩和牛津粘土的运输
DOI:
10.1144/1470-9236/08-097
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发表时间:
2011
影响因子:
1.4
通讯作者:
Woodman N
中科院分区:
文献类型:
--
作者:
Woodman N
AbstractLaboratory column tests have been carried out to assess the transport behaviour of Mecoprop in Mercia Mudstone clay and Oxford Clay. Artificially consolidated clay samples were compressed in a triaxial cell to stresses representative of those at the base of a landfill. Uniform steady flow was achieved, and there was no evidence of ‘bypass’ flow in one or more fast streamtubes. Analysis of Mecoprop and bromide breakthrough curves showed that the transport characteristics were linear (within noise), with no evidence of irreversible sorption. The possibility of dual-porosity or kinetic sorption processes was not conclusively eliminated. Truncated temporal moments allowed estimates of the linear retardation factor for Mecoprop, which were shown to be a lower bound. Based on modelling, the retardation factor of Mecoprop in Oxford Clay was estimated to be 17.1, compared with 65.4 in batch sorption tests. The mean retardation factor for Mecoprop in Mercia Mudstone was 3.6, whereas the value from batch sorption tests was 10.0. These data confirm that retardation factors calculated from sorption isotherms obtained from batch experiments on disaggregated samples substantially overestimate the retardation likely to be observed in compacted clay liners; therefore values from batch tests should be used with caution in groundwater risk assessments.
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DOI:
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发表时间:
2006
期刊:
影响因子:
--
作者:
S. Mathias;A. Butler;T. Atkinson;S. Kachi;R. Ward
通讯作者:
R. Ward
DOI:
--
发表时间:
2004
期刊:
影响因子:
--
作者:
C. Ochola;H. Moo
通讯作者:
H. Moo
影响因子:
3.6
作者:
J. Headley;B. Boldt;M. Haug;Jimin Peng
通讯作者:
Jimin Peng
DOI:
--
发表时间:
1985
期刊:
影响因子:
--
作者:
J. Barker
通讯作者:
J. Barker
DOI:
10.1144/1470-9236/08-099
发表时间:
2011
影响因子:
1.4
作者:
Stringfellow A
通讯作者:
Stringfellow A