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2010 Vol.47, Issue 6 Preview Page
31 December 2010. pp. 834-843
Abstract
The stabilization efficiency for arsenic (As) in contaminated soil was evaluated by various soil additives such as lime stone, steel mill slag, PS Ball, apatite, GFO, AIH and iron-rich sludge collected from successive alkalinity producing system (SAPS). The soil samples were collected near Gubong mine which is abandoned Au-Ag mine area. Korean standard methods, toxicity characteristic leaching procedure (TCLP), synthetic precipitation leaching procedure (SPLP), aqua-regia digestion, cation exchange capacity (CEC), loss on ignition (LOI), and particle size distribution, sequential extraction were conducted for haracterizations of contaminated soil and As. Total concentrations of As by aqua regia were up to 145 mg/kg in Chungyang soil. This result is twice higher than revised action value (75 mg/kg) in Korean soil standard. Easily extractable concentration of As by 1 N HCl was 58.7 mg/kg. According to the XRD results additives were divided by three groups including Ca-Mg materials, phosphate materials and iron materials. Approximately, 80% of As (V) and 30% of As (III) were reduced when steel mill slag was used as additive. More than 99% of As was removed in solution by iron materials such as GFO, AIH and iron-rich sludge within 24 hours. These results suggested that iron materials were effective additive for As stabilization and reuse of sludge could be possibly used as additive for As stabilization. The results of As stabilization tests showed that only iron materials could reduce leaching of As from soil. Ca-Mg materials and phosphate materials had less effect on As immobilization due to increase of pH and competition with phosphorous, respectively. Selection of additives played on important role in reducing the mobility and toxicity of As in contaminated soil. These results showed that iron material could be applied as the most effective additive on As stabilization.
비소로 오염된 토양에 석회석, 제강슬래그, PS Ball, 인회석, GFO, AIH, 광산슬러지 등 다양한 안정화제 공급을 통한 비소 안정화 효율을 확인해 보았다. 토양은 과거 구봉광산인근의 논토양에서 채취하였고 토양오염 공정시험법, TCLP, SPLP, CEC, LOI, 입도분석, 연속추출을 통해 토양 및 토양 내 비소의 특성을 파악하였다. 왕수분해를 통한 토양 내 비소 전함량을 확인한 결과 145 mg/kg으로 개정된 토양오염공정시험법의 1지역 대책 기준인 75 mg/kg보다 약 2배 높은 값을 보였다. 또한 1 N HCl을 이용한 산가용성 함량에서도 58.7 mg/kg으로 높은 값을 보여 시급한 대책이 필요하다. XRD 분석을 통해 실험에 사용한 안정화제를 광물학적 특성별로 각각 Ca-Mg 화합물, 인산염화합물, 철화합물 세 분류로 나누고 이를 이용하여 용액 내 As(V) 및 As(III)의 제거 실험과 토양 내 비소 안정화 실험을 진행하였다. 용액 내 비소 제거 실험에서는 Ca-Mg 화합물 중 제강슬래그가 As(V) 및 As(III) 각각 최대 80%, 30%에 달하는 제거율을 보였다. GFO, AIH, 광산슬러지로 구분된 철화합물을 이용한 실험에서는 대부분의 비소가 제거되어 24시간이 경과하자 용액 내 As(V) 및 As(III)는 확인되지 않았다. 이는 비소와의 흡착/공침전 반응에 철화합물이 가장 효과적인 물질임을 나타내며 특히 AMD 정화시설에서 발생하는 광산슬러지를 비소 안정화제로의 재사용 가능성을 보여주는 결과이다. 비소로 오염된 토양에 각각의 안정화제를 넣고 진행한 토양 내 비소 안정화 실험에서는 철화합물을 사용한 경우에만 토양으로부터 용출되는 비소가 감소하였다. Ca-Mg화합물과 인산염화합물의 경우 반응액의 pH 증가 및 비소와 인(P)의 거동특성에 의해 토양으로부터 비소의 용출을 가속화하는 결과를 보였다. 이상의 결과를 통해 볼 때 비소로 오염된 토양에서 비소의 이동성 및 독성 저감을 위해 안정화제의 선택이 매우 중요하며 철화합물이 가장 효과적인 안정화제인 것으로 확인되었다.
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Information
  • Publisher :The Korean Society of Mineral and Energy Resources Engineers
  • Publisher(Ko) :한국자원공학회
  • Journal Title :Journal of the Korean Society for Geosystem Engineering
  • Journal Title(Ko) :한국지구시스템공학회지
  • Volume : 47
  • No :6
  • Pages :834-843