TY - JOUR
T1 - Column test-based optimization of the permeable reactive barrier (PRB) technique for remediating groundwater contaminated by landfill leachates
AU - Zhou, Dan
AU - Li, Yan
AU - Zhang, Yinbo
AU - Zhang, Chang
AU - Li, Xiongfei
AU - Chen, Zhiliang
AU - Huang, Junyi
AU - Li, Xia
AU - Flores, Giancarlo
AU - Kamon, Masashi
N1 - Publisher Copyright:
© 2014 Published by Elsevier B.V.
PY - 2014/11/1
Y1 - 2014/11/1
N2 - We investigated the optimum composition of permeable reactive barrier (PRB) materials for remediating groundwater heavily contaminated by landfill leachate, in column tests using various mixtures of zero-valent iron (ZVI), zeolite (Zeo) and activated carbon (AC) with 0.01-0.25, 3.0-5.0 and 0.7-1.0 mm grain sizes, respectively. The main contributors to the removal of organic/inorganic contaminants were ZVI and AC, and the optimum weight ratio of the three PRB materials for removing the contaminants and maintaining adequate hydraulic conductivity was found to be 5:1:4. Average reductions in chemical oxygen demand (COD) and contents of total nitrogen (TN), ammonium, Ni, Pb and 16 polycyclic aromatic hydrocarbons (PAHs) from test samples using this mixture were 55.8%, 70.8%, 89.2%, 70.7%, 92.7% and 94.2%, respectively. We also developed a systematic method for estimating the minimum required thickness and longevity of the PRB materials. A ≥309.6 cm layer with the optimum composition is needed for satisfactory longevity, defined here as meeting the Grade III criteria (the Chinese National Bureau of Standards: GB/T14848/93) for in situ treatment of the sampled groundwater for ≥10 years.
AB - We investigated the optimum composition of permeable reactive barrier (PRB) materials for remediating groundwater heavily contaminated by landfill leachate, in column tests using various mixtures of zero-valent iron (ZVI), zeolite (Zeo) and activated carbon (AC) with 0.01-0.25, 3.0-5.0 and 0.7-1.0 mm grain sizes, respectively. The main contributors to the removal of organic/inorganic contaminants were ZVI and AC, and the optimum weight ratio of the three PRB materials for removing the contaminants and maintaining adequate hydraulic conductivity was found to be 5:1:4. Average reductions in chemical oxygen demand (COD) and contents of total nitrogen (TN), ammonium, Ni, Pb and 16 polycyclic aromatic hydrocarbons (PAHs) from test samples using this mixture were 55.8%, 70.8%, 89.2%, 70.7%, 92.7% and 94.2%, respectively. We also developed a systematic method for estimating the minimum required thickness and longevity of the PRB materials. A ≥309.6 cm layer with the optimum composition is needed for satisfactory longevity, defined here as meeting the Grade III criteria (the Chinese National Bureau of Standards: GB/T14848/93) for in situ treatment of the sampled groundwater for ≥10 years.
KW - Component ratio
KW - Groundwater Contamination
KW - Longevity
KW - Permeable reactive barrier (PRB)
KW - Remediation
KW - Thickness
UR - http://www.scopus.com/inward/record.url?scp=84907692794&partnerID=8YFLogxK
U2 - 10.1016/j.jconhyd.2014.09.003
DO - 10.1016/j.jconhyd.2014.09.003
M3 - Article
C2 - 25244420
AN - SCOPUS:84907692794
SN - 0169-7722
VL - 168
SP - 1
EP - 16
JO - Journal of Contaminant Hydrology
JF - Journal of Contaminant Hydrology
ER -