Evaluation of Long-Term Leaching of Arsenic from Arsenic Contaminated and Stabilized Soil Using the Percolation Column Test
- Authors
- Panthi, Gayatri; 최재영; Jeong, Seung-Woo
- Issue Date
- 2021-09
- Publisher
- MDPI
- Citation
- APPLIED SCIENCES-BASEL, v.11, no.17
- Abstract
- Arsenic in the soil can leach into groundwater and contaminate drinking water, posing a serious risk to human health. The stabilization of arsenic in contaminated soil is one of the immobilization technologies used to remediate contaminated lands. However, few studies have evaluated the long-term release of As and pH changes in stabilized soils. We compared different stabilization techniques in the field by mixing contaminated soil with 5% of either acid mine drainage sludge (AMDS), coal mine drainage sludge (CMDS), steel slag, or cement. We evaluated the results using an up-flow percolation column test to observe any pH changes and As releases from the stabilized soils up to a liquid-solid (L/S) ratio of 50 (approximately representing a 50 year period). At the initial stage of percolation (at an L/S ratio of 0.2 or 0.2 of a year of exposure), some alkaline components and any incompletely bound As in the soils washed out with the eluent. The pH of the cement-stabilized soil was approximately 12 throughout the experiment (up to 50 L/S). Adding stabilizers to the soil reduced As leaching by 54-81% (overall efficiency) compared to the control (contaminated soil only). The order of stabilization efficiency was: steel slag (55.0%) < AMDS (74.3%) < cement (78.1%) < CMDS (81.5%). This study suggests that the groundwater of the stabilized soil should be carefully monitored for the initial five years because the soluble ionic species can leach over this period.
- Keywords
- ROAD CONSTRUCTION; BOTTOM ASH; PH; INCINERATION; PERFORMANCE; BEHAVIOR; As-contaminated soil; stabilization; percolation test; L; S ratio; TCLP; leaching
- ISSN
- 2076-3417
- URI
- https://pubs.kist.re.kr/handle/201004/116496
- DOI
- 10.3390/app11177859
- Appears in Collections:
- KIST Article > 2021
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