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A Case Study of Landfarming Design Procedures for Remediation of Oil-contaminated Site

유류오염지역 정화를 위한 토양경작법 설계 표준화방안

  • Cho, Chang-Hwan (Environmental Site Assessment & Remediation Team, Environ. Management Corp.) ;
  • Park, Jeong-Gu (Environmental Site Assessment & Remediation Team, Environ. Management Corp.) ;
  • Park, Min-Gyu (Environmental Site Assessment & Remediation Team, Environ. Management Corp.) ;
  • Jeong, Seung-Woo (Department of Environmental Engineering, Kunsan National University)
  • 조장환 (한국환경공단 토양지하수처) ;
  • 박정구 (한국환경공단 토양지하수처) ;
  • 박민규 (한국환경공단 토양지하수처) ;
  • 정승우 (군산대학교 환경공학과)
  • Received : 2014.03.26
  • Accepted : 2014.09.20
  • Published : 2014.09.30

Abstract

The purpose of this study was to suggest a standard design procedure of landfarming for clean-up of oil-contaminated soils. The standard design procedure consisted of four main phases; soil characterization, determination of contaminated soil volume, determination of nutrient and microbial doses, and estimation of the total remedial period. This study selected standard design parameter values or ranges among various forms used in environmental engineer communities. Those were determination procedures for the contaminated soil volume, the initial contamination concentration and nutrient doses. The suggested standard design procedure were applied for a landfarm design for remediation of a real oil-contaminated site. Soil texture of the site was classified as sandy clay loam and sandy loam. Total nitrogen and total phosphorus were estimated to be 57.01 mg/kg and 83.40 mg/kg, respectively. Also the viable bacterial numbers was assessed to be $1.78{\times}10^4CFU/g$ dry soil. The amount of TPH contaminated soil was estimated to be $4,092m^3$. With the application of remedial factors, it was estimated that the contaminated soil could be treated through 9 batches with a duration of 315 days for a landfarming unit of $15m{\times}40m{\times}1m$. The amount of liquid microorganisms and fertilizers were recommended to be 4,025L and 4,641kg, respectively.

본 연구는 유류오염토양 정화를 위해 널리 사용되는 토양경작법의 표준 설계방안을 제안하고자 하였다. 표준설계방안은 토양특성 파악 및 오염부피 산정, 영양분 및 미생물 투입량 결정, 분해속도 실증실험을 통한 정화기간 산정 등으로 크게 구분하여 진행할 것을 제안한다. 그리고 그동안 설계자간 다양하게 사용되고 있는 오염토양 부피 산정절차, 오염토양 대표 초기농도결정 방법, C : N : P 영양염류 투입량 결정방법 등에 대한 표준화 방안을 제시하였다. 시범지역에 대한 토양특성 및 오염부피를 산정한 결과 유류오염지역의 토성은 사질 식양토와 사양토로 분류되었으며, 총질소 농도는 57.01 mg/kg, 총인은 83.40 mg/kg, 유류분해미생물은 $1.78{\times}10^4$ (CFU/g dry soil), 정화대상 토량은 $4,092m^3$으로 산정되었다. 시범적용지역의 모든 오염토양을 토양경작장(15 m(가로) ${\times}$ 40 m(세로)에서 1 m 높이로 적치하여 정화할 경우 약 9배치로 처리가 가능한 것으로 평가되었다. 오염토양 1배치의 처리기간은 35일이 소요될 것으로 판단되며, 대상 지역의 모든 오염토양은 토양경작법으로 처리하는 경우 총 315일이 소요될 것으로 예상된다. 오염토양의 정화를 위해 필요한 미생물제제의 양은 4,025 L이며, 요소비료는 총 4,642 kg가 소요될 것으로 판단된다.

Keywords

References

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