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Adsorptive removal of aqueous fluoride by liner minerals from SPL-landfill leachate during the seepage process

Authors
Hyun, SeunghunKang, Dong HeeKim, JuheeKim, MinheeKim, Dae-Young
Issue Date
2-8월-2011
Publisher
ELSEVIER SCIENCE BV
Keywords
Spend potliner; Landfill leachate; Clay liner; Fluoride; Ferrocyanide; Adsorption
Citation
DESALINATION, v.276, no.1-3, pp.347 - 351
Indexed
SCIE
SCOPUS
Journal Title
DESALINATION
Volume
276
Number
1-3
Start Page
347
End Page
351
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/111816
DOI
10.1016/j.desal.2011.03.075
ISSN
0011-9164
Abstract
The breakthrough curve (BTC) of F(-) through a lining layer composed of kaolinite and montmorillonite was investigated in a one-dimensional seepage system as functions of the initial F(-) concentration, liner thickness, seepage velocity and presence of a co-solute. The removal of F(-) from the seepage system was much greater than that estimated from the batch adsorption result, probably due to the high liner mass-leachate volume ratio. By lowering the F(-) feed concentration from 30 to 15 mg/L, the peak retardation (mu(1)') was enhanced by :30-60%, which was consistent with the nonlinear F(-) adsorption (N < 1) for the given materials. From a column with 1.5-times thicker liner (6 cm), more than 80% of the peak concentration was reduced with both kaolinite and montmorillonite compared to the thinner layer (4 cm). However, when the seepage velocity was doubled from 3.4 x 10(-3) to 6.8 x 10(-4) cm/s, the peak concentration was increased by 20-30% and an early peak arrival was detected. The presence of 0.035 mM [Fe(CN)(6)](4-) showed no significant impact, as shown in the batch adsorption system. In conclusion, the thickness of the liner and seepage rate through the liner layer should be primary factors in determining the efficacy of F(-) removal from SPL-induced leachate. (C) 2011 Elsevier B.V. All rights reserved.
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HYUN, Seung hun
생명과학대학 (환경생태공학부)
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