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A platform for research: civil engineering, architecture and urbanism
Immobilization and leaching characteristics of arsenic from cement and/or lime solidified/stabilized spent adsorbent containing arsenic
S/S (solidification/stabilization) of hazardous IOCC (iron oxide coated cement) spent adsorbent containing arsenic (As(III)) was investigated in the present study. Cement and lime-based S/S effectiveness was evaluated by performing semi-dynamic leach tests. The S/S effectiveness was evaluated by measuring effective De (diffusion coefficients) and LX (leachability indices). It was found that though cement or lime alone were efficient in preventing arsenic leaching (De being in range of 10-10 to 10-12 for all the matrices) from the solidified matrices, the best combination for arsenic containment in the matrix was obtained when a mixture of cement and lime was used. The LX values for all the matrices were higher than 10, suggesting that the S/S treated arsenic sludge are acceptable for 'controlled utilization'. Calcite formation along with precipitation and conversion into non-soluble forms (calcium arsenite, calcium hydrogen arsenate hydrates, calcium hydrogen arsenates, etc.) were found to be the responsible mechanism for low leaching of arsenic from the solidified/stabilized samples. A linear relationship between CFR (cumulative fraction) of arsenic leached and square root of leach time (R2 ranging from 0.90 to 0.94) suggested that the diffusion is the responsible mechanism for arsenic leaching. Thus, cement and lime show effective containment of the As(III) within the matrix thus indicating S/S by cement and lime, which is also a low-cost option, as a suitable management option for the toxic As(III) sludge.
Immobilization and leaching characteristics of arsenic from cement and/or lime solidified/stabilized spent adsorbent containing arsenic
S/S (solidification/stabilization) of hazardous IOCC (iron oxide coated cement) spent adsorbent containing arsenic (As(III)) was investigated in the present study. Cement and lime-based S/S effectiveness was evaluated by performing semi-dynamic leach tests. The S/S effectiveness was evaluated by measuring effective De (diffusion coefficients) and LX (leachability indices). It was found that though cement or lime alone were efficient in preventing arsenic leaching (De being in range of 10-10 to 10-12 for all the matrices) from the solidified matrices, the best combination for arsenic containment in the matrix was obtained when a mixture of cement and lime was used. The LX values for all the matrices were higher than 10, suggesting that the S/S treated arsenic sludge are acceptable for 'controlled utilization'. Calcite formation along with precipitation and conversion into non-soluble forms (calcium arsenite, calcium hydrogen arsenate hydrates, calcium hydrogen arsenates, etc.) were found to be the responsible mechanism for low leaching of arsenic from the solidified/stabilized samples. A linear relationship between CFR (cumulative fraction) of arsenic leached and square root of leach time (R2 ranging from 0.90 to 0.94) suggested that the diffusion is the responsible mechanism for arsenic leaching. Thus, cement and lime show effective containment of the As(III) within the matrix thus indicating S/S by cement and lime, which is also a low-cost option, as a suitable management option for the toxic As(III) sludge.
Immobilization and leaching characteristics of arsenic from cement and/or lime solidified/stabilized spent adsorbent containing arsenic
Kundu, Sanghamitra (author) / Gupta, A.K. (author)
Journal of Hazardous Materials ; 153 ; 434-443
2008
10 Seiten, 7 Bilder, 3 Tabellen, 41 Quellen
Article (Journal)
English
Grundwasser , Abfall (Müll) , Arsen , Immobilisation , Erstarrung , Stabilisierung , Zement , Kalk , Auslaugung , Diffusionskoeffizient
The fixation and leaching of cement stabilized arsenic
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