• 제목/요약/키워드: Contaminated site management

검색결과 53건 처리시간 0.02초

지중환경 관리를 위한 부지개념모델 구축 및 개선 (Development and Enhancement of Conceptual Site Model for Subsurface Environment Management)

  • 배민서;김주희;이순재;권만재;조호영
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제27권spc호
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    • pp.1-18
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    • 2022
  • A conceptual site model is used to support decision-making of response strategy development, determination, and implementation within a risk-based contaminated site management system. It aims to provide base information of the relevant site characteristics and surface/subsurface conditions in order to understand the contaminants of concern and the associated risk they pose to the receptors. This study delineated the technical details of conceptual site model development, and discussed the possibility of applying it in domestic subsurface contamination management. Conceptual site models can be developed in various formats such as tables, diagrams, flowcharts, and figures. Contaminated sites are managed for a long period of time following the steps of investigation, remediation design, remediation, verification, and post-remedation management. The conceptual site model can be enhanced in each stage of the contaminated site management based on the continuously updated information on the site's subsurface environment. In the process of enhancement for conceptual site model, precision is gradually improved, and it can evolve from a conceptual and qualitative form to a more quantitatvive and three-dimensional model. In soil pollution management, it is desirable to incorporate the conceptual site model into the soil scrutiny system to better assess the current status of the contaminated site and support follow-up investigation and management.

유류오염부지 정밀조사에 기반한 부지개념모델 구축 및 개선 (Construction and Refinement of Conceptual Site Model Based on Scrutiny of Oil Contaminated Site)

  • 배민서;김민경;김주희;이순재;권만재;조호영
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제28권2호
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    • pp.12-29
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    • 2023
  • Conceptual site model (CSM) development and enhancement for contaminated sites assists in identifying data gaps during the site investigation process. In this study, CSM was developed and enhanced for a contaminated site in Korea as a case study. Site Y was scrutinized four times previously. The site profiles for each scrutiny were reorganized based on the scrutiny reports, and the relevant data was utilized to develop and enhance CSMs. CSM for the first investigation was developed in various forms including table, flowchart, diagram, and narrative formats. CSM was enhanced in a stepwise manner by incorporating the updated profile information obtained in next investigation to existing CSM. The hypothetical data gap analysis between each investigation step was established to meet the purpose of the follow-up investigation. This case study showed that CSM is a useful tool to identify the history and current status of contaminated sites and thereby help in planning supplementary investigations for better site characterization.

위해성 기반 오염부지관리를 위한 정책 및 기술개발 방향 (Future Direction on Policy and Technology Development for the Risk-based Contaminated Site Management)

  • 조명현;김도형;백기태
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제22권5호
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    • pp.48-62
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    • 2017
  • Korea and other countries have made various efforts to preserve soil. During the past several decades, Korea has implemented various policies on soil conservation practices; however, those policies have often lacked consideration of human and ecosystem risk management. while other countries have practiced various policies closely related to risk-based management for contaminated sites. Therefore, there is a great need for a paradigm shift of policy to better manage contaminated sites in risk-based strategies, while applying different management plans for soil and groundwater. In addition, the new policies should be administered with provision to improve soil health and related functions in ecosystem. This study has reviewed the trend in relevant policies in Korea and foreign countries to suggest the future policy directions for contaminated site management in Korea. For better management of contaminated sites, coherent policy that could complement the law, system, and relevant technology is required.

Analysis of Bacterial Diversity and Community Structure in Forest Soils Contaminated with Fuel Hydrocarbon

  • Ahn Jae-Hyung;Kim Mi-Soon;Kim Min-Cheol;Lim Jong-Sung;Lee Goon-Taek;Yun Jun-Ki;Kim Tae-Sung;Kim Tae-San;Ka Jong-Ok
    • Journal of Microbiology and Biotechnology
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    • 제16권5호
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    • pp.704-715
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    • 2006
  • Oil spill was found in 1999 from a diesel storage facility located near the top of Baekun Mountain in Uiwang City. Application of bioremediation techniques was very relevant in removing oil spills in this site, because the geological condition was not amenable for other onsite remediation techniques. For efficient bioremediation, bacterial communities of the contaminated site and the uncontaminated control site were compared using both molecular and cultivation techniques. Soil bacterial populations were observed to be stimulated to grow in the soils contaminated with diesel hydrocarbon, whereas fungal and actinomycetes populations were decreased by diesel contamination. Most of the dieseldegrading bacteria isolated from contaminated forest soils were strains of Pseudomonas, Ralstonia, and Rhodococcus species. Denaturing gradient gel electrophoresis (DGGE) analysis revealed that the profiles were different among the three contaminated sites, whereas those of the control sites were identical to each other. Analysis of 16S rDNA sequences of dominant isolates and clones showed that the bacterial community was less diverse in the oil-contaminated site than at the control site. Sequence analysis of the alkane hydroxylase genes cloned from soil microbial DNAs indicated that their diversity and distribution were different between the contaminated site and the control site. The results indicated that diesel contamination exerted a strong selection on the indigenous microbial community in the contaminated site, leading to predominance of well-adapted microorganisms in concurrence with decrease of microbial diversity.

유류오염지역 정화를 위한 토양경작법 설계 표준화방안 (A Case Study of Landfarming Design Procedures for Remediation of Oil-contaminated Site)

  • 조장환;박정구;박민규;정승우
    • 대한환경공학회지
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    • 제36권9호
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    • pp.659-666
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    • 2014
  • 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.

국내 오염부지 조사 개선을 위한 US EPA 스마트 스코핑 기술 소개 (Introduction to US EPA Smart Scoping Technical Guide for Improving Pollution Site Investigation)

  • 김보민;김한석;권만재;조호영
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제25권2_spc호
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    • pp.70-85
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    • 2020
  • This paper introduces the 'Smart Scoping for Environmental Investigations Technical Guide' issued by the US Environmental Protection Agency in 2018, which describes the use of smart scoping during lifecycle of remedial investigation projects. This paper also briefly summarizes the guidelines of soil and groundwater contamination investigation of South Korea. The smart scoping practices can support the development of a robust and realistic conceptual site model that is very useful for investigations and evaluations of the contaminated site. The application of evaluation tools relevant for the site-specific characteristics is important for the development of a conceptual site model. The smart scoping recommends the use of previous investigation data and implementation of best proven strategies for successful remedial investigation project. The use of smart scoping in contaminated site investigation will provide better management of contaminated sites.

Remediation of Contaminated Sites in Canada

  • Koo, Jahak
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 1996년도 경북지부 결성 및 추계학술발표회 논문집
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    • pp.39-49
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    • 1996
  • Hundreds of contaminated sites have been generated due to the past mismagement of toxic substances, the lack of adequate environmental controls and ignorance of the potential environmental impacts of general activities in Canada. The general public, industry and governments have been addressing the contaminated sites with a number of cleanup responses. Environmental protection and remediation have become top priorities for the public and private sectors alike in Canada. Between the late 1980s and the early 1990s, the Canadian Environmental Protection Act and Canada's Green Plan were followed by provincial and territorial laws and policies to regulate contaminated sites. The National Contaminated Site Remediation Program(NCSRP) was initiated in 1989. It has been administered through bilateral agreements between the federal and participating provincial/territorial governments. They have committed a total of $250 million toward orphan site cleanup and technology development/demonstration over a five year period. The federal government has committed an additional $25 million to assess contaminated sites on federal crown land. Over 40 orphan high-risk contaminated sites, over 230 federal sites and over 35 technology development/demonstration projects have been addressed. The Canadian Council of Ministers of the Environment has developed a series of guidance documents to ensure a consistent and successful implementation of the Program. The management/regulation scheme of contaminated sites generally consists of: 1) identifying and investigating sites, 2) determining site contamination, 3) recognizing responsibility and liability, 4) assessing priority for remediation, 5) activation, evaluation and implementing remediation options, and 6) documenting remediation completion. The NCSRP supported the successful development/demonstration of a wide range of innovative remedial technologies. They are related to stabilization/solidification, thermal washing/flushing, advanced oxidation, sonics, and groundwater contaminated with hydrocarbons, PAHS, PCBs, heavy metals, and other hazardous pollutants in a variety of site environments.

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Permeable Reactive Barrier Using Atomizing Slag Material for Waste Contaminant Management

  • Chung Ha-Ik;Kim Sang-Keun;Chang Won-Seok
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2005년도 INTERNATIONAL SYMPOSIUM ON SOIL & GROUNDWATER ENVIRONMENT
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    • pp.122-122
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    • 2005
  • The remediation for contaminated soil and groundwater in contaminated site and waste site has to be compact and economic in maintaining and operating the system. In this study, the atomized slag was tested if they are an effective reactive material in permeable reactive barrier This novel reactive system technology was applied to the treatment of leachate from unplanned waste landfill. The system was optimized and developed to be commercialized.

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Logistical Simulation for On-site Concrete Waste Management in Decommissioning

  • Lee, Eui-Taek;Kessel, David S.;Kim, Chang-Lak
    • 방사성폐기물학회지
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    • 제17권4호
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    • pp.389-403
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    • 2019
  • Large amounts of concrete waste are likely to arise from the decommissioning of a Kori-1 nuclear power plant. Several studies have been conducted on decommissioning concrete waste in recent decades, however, they have been limited to contaminated concrete issues or were small pilot-scale experiments. This study constructed two industrial-scale models of on-site concrete waste management for clean as well as contaminated concrete. To evaluate the performance of both the models, simulations were conducted using the Flexsim software. The concrete particle size distribution of Kori-1 and concrete processor properties based on widely used construction equipment were used as sources of input data for the simulations. It was observed that it may take over two years to complete the on-site concrete management processes owing to the performance of existing processors. In addition, it was demonstrated that it is essential to identify bottlenecks in the system and enhance the performance of the relevant processors to avoid delays of the decommissioning schedule. Our results suggest that this novel approach can contribute to developing schedules or expediting delayed activities in the Kori-1 decommissioning project.

유류오염지역의 지하수 수질특성과 토양가스 분석을 통한 바이오파일의 효율평가 (The Characteristics of Shallow Groundwater in Petroleum Contaminated Site and the Assessment of Efficiency of Biopile by Off-gas Analysis)

  • 조장환;성기준
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제18권2호
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    • pp.36-44
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    • 2013
  • The objectives of this study were to identify the characteristics of shallow groundwater from the oil-contaminated site for a long period and to evaluate the applicability of biopile technology to treat the soil excavated from it. The eight monitoring wells were installed in the contaminated site and pH, Electrical Conductivity (EC), Dissolved Oxygen (DO), Oxidation Reduction Potential (ORP), Temperature and the concentrations of major ions and pollutants were measured. The VOCs in soil gas were monitored during biopile operation and TPH concentration was analyzed at the termination of the experiment. The pH was 6.62 considered subacid and EC was 886.19 ${\mu}S/cm$. DO was measured to be 2.06 mg/L showing the similar characteristic of deep groundwater. ORP was 119.02 mV indicating oxidation state. The temperature of groundwater was measured to be $16.97^{\circ}C$. The piper diagram showed that groundwater was classified as Ca-$HCO_3$ type considered deep groundwater. The ground water concentration for TPH, Benzene, Toluene, Xylene of the first round was slightly higher than that of the second round. The concentration of carbon dioxide of soil gas was increased to 1.3% and the concentration of VOCs was completely eliminated after the 40 days. The TPH concentration showed 98% remediation efficiency after the 90 days biopile operation.