• Title/Summary/Keyword: 부지환경평가

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Standard Procedures and Field Application Case of Constant Pressure Injection Test for Evaluating Hydrogeological Characteristics in Deep Fractured Rock Aquifer (고심도 균열암반대수층 수리지질특성 평가를 위한 정압주입시험 조사절차 및 현장적용사례 연구)

  • Hangbok Lee;Chan Park;Eui-Seob Park;Yong-Bok Jung;Dae-Sung Cheon;SeongHo Bae;Hyung-Mok Kim;Ki Seog Kim
    • Tunnel and Underground Space
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    • v.33 no.5
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    • pp.348-372
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    • 2023
  • In relation to the high-level radioactive waste disposal project in deep fractured rock aquifer environments, it is essential to evaluate hydrogeological characteristics for evaluating the suitability of the site and operational stability. Such subsurface hydrogeological data is obtained through in-situ tests using boreholes excavated at the target site. The accuracy and reliability of the investigation results are directly related to the selection of appropriate test methods, the performance of the investigation system, standardization of the investigation procedure. In this report, we introduce the detailed procedures for the representative test method, the constant pressure injection test (CPIT), which is used to determine the key hydrogeological parameters of the subsurface fractured rock aquifer, namely hydraulic conductivity and storativity. This report further refines the standard test method suggested by the KSRM in 2022 and includes practical field application case conducted in volcanic rock aquifers where this investigation procedure has been applied.

Risk Analysis on Inundation of SOC Facilities under Climate Change (기후변화에 따른 SOC구조물의 외부/내부침수 위험도 분석)

  • Kim, Beom Jin;Keum, Ho Jun;Lee, Jae Yeong;Kim, Hyun Il;Han, Kun Yeun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.52-52
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    • 2019
  • 최근 국가시설물에서는 2000년대 이후 집중호우 등으로 인한 대상 부지 내의 홍수 발생 시 주요시설물에 기능 마비가 발생할 수 있고, 궁극적으로는 대규모 사고로 이어질 수 있기 때문에 외부침수에 대비할 수 있는 위험도 분석이 필요하다. 대상 부지에서의 외부침수의 원인으로서는 LIP(Local Intensive Precipitation)에 의한 홍수 발생조건, 인근에 댐, 제방 등이 위치한 경우 이들 시설물의 붕괴에 따른 홍수류의 원전 유입, 지진해일/폭풍해일에 의한 바다로부터의 홍수 유입 등이 대표적인 예이다. 따라서 대상 부지 및 그 SOC시설물의 안전도를 높은 수준에서 관리하기 위해서는 극한홍수가 유입될 때 침수심, 침수유속, 침수시간, 침수강도 등의 재해도를 분석하여야하고, 이들 SOC시설물의 취약도 평가를 실시하고 재해도와 취약도를 결합한 연계분석을 통하여 위험도를 재평가하여야 한다. 본 연구에서는 기존 기후변화를 고려한 외부침수 위험도 분석 결과를 바탕으로 대상 부지 내의 내부침수 위험도 분석을 실시하였다. 위험도 분석을 실시하기 위해 현장답사를 통해 물이 외부에서 내부로 유입 가능한 침수패스 경로를 파악하고, 출입문 위치와 창문의 높이, 출입문의 틈간격 및 높이를 파악하였다. 현장답사를 토대로 침수구역을 선정하였다. 침수구역 선정시 대침수구역과 소침수구역 중요기기들이 위치한 구역을 바탕으로 선정하였고, 이를 바탕으로 2차원 침수 해석을 실시하여 각 구역별로 시간대별 침수가능 높이를 산정하였다. 또한 각 구역별 중요기기의 임계높이를 산정하고, 이를 분석된 최대 침수심과 비교하여 각 구역별 침수에 취약한 구역을 산정하였다. 본 연구결과의 바탕으로 사회기반 시설에 대한 보호 및 홍수피해 예방으로 인한 사회비용 절감이 가능하고, 주요시설물의 SSC별 방재대책을 수립하고, 단계별 저감대책을 제시하여 위험도 경감을 위한 대비책을 마련이 가능할 것 이라고 판단된다.

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A Case Study of Monitored Natural Attenuation at the Petroleum Hydrocarbon Contaminated Site : II. Evaluation of Natural Attenuation by Groundwater Monitoring (유류오염부지에서 자연저감기법 적용 사례연구 II. 지하수모니터링에 의한 자연저감 평가)

  • Yun Jeong Ki;Lee Min Hyo;Lee Suk Young;Noh Hoe Jung;Kim Moon Soo;Lee Kang Kun;Yang Chang Sool
    • Journal of Soil and Groundwater Environment
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    • v.9 no.3
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    • pp.38-48
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    • 2004
  • Natural attenuation of petroleum hydrocarbon was investigated at an industrial complex about 45 Km away from Seoul. The three-years monitoring results indicated that the concentrations of DO, nitrate, and sulfate in the contaminated area were significantly lower than the background monitoring groundwater under the non-contaminated area. The results also showed a higher ferrous iron concentration, a lower redox potential, and a higher (neutral) pH in the contaminated groundwater, suggesting that biodegradation of TEX(Toluene, Ethylbenzene, Xylene) is the major on-going process in the contaminated area. Groundwater in the contaminated area is anaerobic, and sulfate reduction is the dominant terminal electron accepting process in the area. The total attenuation rate was about 0.0017∼0.0224day$^{-1}$ and the estimated first-order degradation rate constant(λ) was 0.0008∼0.0106day$^{-1}$ . However, the reduction of TEX concentration in the groundwater was resulted from not only biodegradation but also dilution and reaeration through recharge of uncotaminated surface and groundwater. The natural attenuation was, therefore, found to be an effective, on-going remedial process at the site.

ASTM 규격을 통한 국내 부지조사 기법 개발

  • 안훈기;권영호;박신영;이영훈;공성호
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2002.04a
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    • pp.291-294
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    • 2002
  • The Environmental Site Assessment System(ESAS) in Korea which became effective as of 2002 is very similar to the ASTM standard practice in United States. Unlike the United States, however, we do not have Phase I ESA, enough environmental professionals with approved training and practical experiences, and detailed guidelines for a governmental action. As a result of comparison the ESAS with the ASTM standard practice, the ASTM standard practice is focused on the Innocent Landowner Defense and has a difference in data search process as well as legal and methodological ways from the ESAS. Therefore, the Transaction Screen Process in ASTM E-1528 standard practice is suggested to reduce the risk potentially produced under on-site assessment and to achieve efficient on-site assessment. In addition, social and executive supports are discussed to more activate on-site assessment. In near future this study is expected to be standardized more in detail with activation of on-site assessment and it is also expected to increase the role and responsibility of environmental professionals considerably.

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Policy Suggestions to Korea from a Comparison Study of the United States, the United Kingdom, Germany, the Netherlands, and Denmark's Polices on Risk Assessment of Contaminated Soils (토양오염 지역의 위해성 평가에 관한 외국 정책의 비교분석 및 우리나라의 정책 개선에 관한 고찰)

  • Park Yong-Ha;Yang Jay-E.;Ok Yong-Sik
    • Journal of Soil and Groundwater Environment
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    • v.10 no.5
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    • pp.1-10
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    • 2005
  • Policies of the United States, the United Kingdom, the Netherlands, Germany and Denmark were compared and analyzed on risk assessment of contaminated sites. These countries were chosen from a feasible preliminary analysis of 18 countries of the European Union and the U. S. All the countries selected met two major criteria : I) implementation of risk assessment to determine the soil contamination and remediation targets of contaminated sites, ii) use of soil guidance values and risk assessment as complementary measures to determine soil contamination. Suggested policy improvements to Korea regarding these issues include i) legislation of a rational risk assessment methodology of contaminated sites, and ii) enactment of collaboration of risk assessment with the soil guidance values. To establish effective risk assessment legislation, additional in-depth research on social, economic and long-term effects of the proposed risk assessment methodologies, as well as the mutual consent of all parties including academia, industry, and administration will be necessary. Linking risk assessment with soil guidance values would be applicable to a site contaminated where the contaminant concentration exceeds a certain soil guidance value. In parallel, application of risk assessment to a site where a contaminant concentration is naturally different such as mining sites would be plausible. The policy suggestions above are not yet conclusive due to a lack of policy implementation, and simulation. Thus, additional research on developing risk assessment methodology is needed. Nevertheless, initiation of the suggested policy would increase the efficacy of Korean policy regarding the survey and remediation of contaminated sites.

Case Studies of Site Investigation Factors and Methods for Site Selection for High-Level Radioactive Waste Disposal (고준위방사성폐기물 처분 부지선정을 위한 조사인자 및 조사기법에 대한 국외사례 분석)

  • Hyo Geon Kim;Si Won Yoo;Dae Seok Bae;Soo Hwan Jung;Ki Su Kim;Jun Kyum Kim;Man Ho Han;Junghae Choi
    • The Journal of Engineering Geology
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    • v.33 no.4
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    • pp.611-626
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    • 2023
  • Overseas examples of the characterization stage of site selection proposed by the International Atomic Energy Agency were reviewed to highlight the factors necessary for consideration in the deep disposal of high-level radioactive waste. Studies in Sweden, Finland, the USA, and Canada were considered. Site investigations in Sweden and Finland commonly covered the fields of geology, hydrogeology, and hydrogeochemistry using similar field investigation techniques. The USA considered survey groups and factors under pre- and post-lockdown guidelines, as well as those for desaturated and saturated surveys. involving geophysical, hydrological, hydrogeological, hydrogeochemical, mechanical/physical, and thermal-characterization investigations. Canada provided a list of investigative methods for both preliminary and detailed site assessments including geological, physical, boring, hydrological, laboratory testing, and chemical analysis studies. Results of this study should elucidate site-selection investigation factors and survey methods applicable to Korea.

"하나로"의 채널유동 차단사고시 방사선 환경 영향평가

  • Lee, Jong-Tae;Han, Mun-Hui;Hwang, Won-Tae;Lee, Byeong-Cheol;Park, Cheol
    • Proceedings of the Korean Nuclear Society Conference
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    • 1995.05b
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    • pp.867-873
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    • 1995
  • 개방수조형 연구로인 하나로에서 가상적인 채널유동 차단사고에 따른 방사능 방출시의 환경영향을 부지 기상자료 측정결과를 이용하여 고공방출과 지표 면방출의 두가지 경로에 대해 평가하였다. 계산 결과, 지표면방출이 고공방출보다 피폭선량이 크게 나타났으나, 두 경우 모두 제한구역(EAB) 및 저인구지역(LPZ) 경계에서의 피폭선량 허용기준치를 만족하였다. 그리고 비상계획구역은 800 m로 설정하면 적절함을 입증하였다.

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육/해상 풍력실증연구단지조성 기획 연구

  • Jang, Mun-Seok
    • 한국신재생에너지학회:학술대회논문집
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    • 2005.11a
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    • pp.253-264
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    • 2005
  • 풍력발전시스템은 제품에 대한 실증이 반드시 현장에서 이루어져야 하는 특성을 가지고 있으며 향후 국내실정에 적합한 풍력발전시스템의 개발과 보급을 위해서도 실증연구는 선행조건으로 볼 수 있다. 따라서 국제 규격에 합당한 풍력발전 성능평가와 현장 실증연구를 수행할 수 있는 실증단지를 국내에 조성하는 것이 매우 시급한 실정으로, 기초적인 자원분석과 주변환경평가 등을 거치면서 기본적인 실증단지 후보지들을 비교하여 최종 후보지로 선정된 전북 새만금지역, 병곡 영해 평야지구, 제주 동부해안지역 월정지구, 서부 해안지역 월령지구에 대하여 부지의 IEC 규격 적합성 검토, 인프라구축에 대한 적정성 검토, 주변 발전단지 조성가능성 및 발전사업에 대한 연계성 검토, 육해상 실증단지 구축 동일지 역 가능성 검토, 교육과 홍보에 대한 접근성 및 공사에 대한 접근성 검토, 부지 확장 및 향후 실증단지 운영과 관련하여 지자체와의 연계성 검토를 하였다.

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Hydrogeochemistry and Statistical Analysis for Low and Intermediate Level Radioactive Waste Disposal Site in Gyeongju (경주 중·저준위 방폐장의 수리지화학 및 통계 분석)

  • Soon-Il Ok;Sieun Kim;Seongyeon Jung;Chung-Mo Lee
    • Journal of the Korean earth science society
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    • v.44 no.6
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    • pp.629-642
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    • 2023
  • Currently, low and intermediate level radioactive waste is being disposed of at the Gyeongju disposal site for permanent isolation. Since 2006, the Korea Radioactive Waste Agency has been conducting site characteristics surveys continuously verifying changes in the site based on the site monitoring and investigation plan. The hydrogeochemical environment of the disposal site is considered for the evaluation of natural barriers. However, the seawater must be considered because of the regional characteristics of Gyeongju, which is near the East Sea. Therefore, this study, collected 30 samples for deriving the groundwater quality data from seven wells and compared with two seawater samples collected from October 2017 to June 2022. Additionally, the study explores the groundwater monitoring method using statistical tools such as clustering and background concentration analysis. The groundwater samples in the study area were classified into two to four clusters depending on their chemical constituents-especially, EC, HCO3, Na, and Cl-using statistical analysis, molar ratio, and K-means clustering.

Study on the Geological Structure around KURT Using a Deep Borehole Investigation (장심도 시추공을 이용한 KURT 주변의 지질구조 연구)

  • Park, Kyung-Woo;Kim, Kyung-Su;Koh, Yong-Kwon;Choi, Jong-Won
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.8 no.4
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    • pp.279-291
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    • 2010
  • To characterize geological features in study area for high-level radioactive waste disposal research, KAERI (Korea Atomic Energy Research Institute) has been performing the several geological investigations such as geophysical surveys and borehole drilling since 1997. Especially, the KURT (KAERI Underground Research Tunnel) constructed to understand the deep geological environments in 2006. Recently, the deep borehole of 500 m depths was drilled to confirm and validate the geological model at the left research module of the KURT. The objective of this research was to identify the geological structures around KURT using the data obtained from the deep borehole investigation. To achieve the purpose, several geological investigations such as geophysical and borehole fracture surveys were carried out simultaneously. As a result, 7 fracture zones were identified in deep borehole located in the KURT. As one of important parts of site characterization on KURT area, the results will be used to revise the geological model of the study area.