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토양세척 후 발생하는 비소오염 탈수미세토의 불용화 및 재활용 평가

Immobilization and Recycling of Arsenic-Contaminated Fine Soil Cake Produced after Soil Washing Process

  • Oh, Minah (Dept. of Environmental Engineering, The Unicersity of Seoul) ;
  • Moon, SoYoung (Dept. of Environmental Engineering, The Unicersity of Seoul) ;
  • Hyun, Min (Dept. of Environmental Engineering, The Unicersity of Seoul) ;
  • Chae, HeeHoon (Research and Development Division, Hyundai Engineering and Construction) ;
  • Lee, Jai-Young (Dept. of Environmental Engineering, The Unicersity of Seoul)
  • 투고 : 2012.11.21
  • 심사 : 2012.12.12
  • 발행 : 2012.12.30

초록

비소는 음이온적인 거동을 가지고 Eh-pH의 조건에 따라 특성이 변화하여 비소로 오염된 토양을 정화하기 위한 방법이 확립되어있지 못한 실정이다. 최근 입경분리 식 토양세척을 통하여 비소를 미세토 내로 농축시켜 반출, 처리하는 방법이 많이 이용되고 있으나, 이 때 발생된 미세토는 지정폐기물로 간주, 처리되어야 한다, 따라서 본 연구에서는 토양세척 후 발생되는 탈수미세토 내 비소를 불용화하고, 이를 매립지 차수재로 재이용하는 방안을 연구하고자 한다. 비소를 불용화하기 위한 최적의 조건으로 50% 이상의 함수율과 탈수미세토의 건조중량을 기준으로 8%에 해당하는 FeS가 요구되었고 건조된 탈수미세토 10g 당 0.2ml의 $H_2O_2$가 적절한 것으로 평가되었으며, 안정적인 반응을 위하여 24시간 이상의 반응시간이 요구되었다. 또한 매립지 차수재로서의 재활용을 위한 실험에서 100% 탈수미세토 기준, 시멘트 3%와 벤토나이트 13%의 배합비로 혼합하여 28일 동안 재령한 공시체가 강도와 투수계수 값이 매립지 차수층의 법적기준을 만족하는 것으로 나타났다.

Standardized remediation process for the soil contaminated with arsenic is insufficient due to characteristics of its anion-mobility and speciation changed by Eh-pH of soil. One of the well-known efficient remediation processes is the modified soil washing that particle separation process by only water. However, it is required that the treatment plan for the fine soil what was discharged after modified soil washing. Therefore, this research suggests the treatment plan that the recycling method using arsenic immobilization by FeS-$H_2O_2$. The batch experiments results for the arsenic immobilization showed that the water content was at least 50%, the injection of FeS and $H_2O_2$ (assay-35%) were 8% (w/watdrybase) and 0.2 mL/10 g of fine soil respectively. Arsenic concentration with KSLT was decreased about 95.4%. The results indicated that the mixing of FeS-$H_2O_2$ was highly efficient on the immobilization of As-contaminated soil. The mixing ratio as 13% of bentonite with 3% of cement (at based on 100% of immobilized fine soil) was satisfied with standard of liner for landfill construction.

키워드

참고문헌

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