• Title/Summary/Keyword: 공내차단장치

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Hydraulic Characteristics of Fractured Rock Mass in KURT by Single Hole Test and Cross-Hole Connectivity Test (단일 시추공 시험과 시추공 간 수리 연결성 시험에 의한 KURT 내 균열 암반의 수리특성 연구)

  • SeongHo Bae;Seungbeom Choi;Jin-Seop Kim;Hagsoo Kim;Jangsoon Kim
    • Tunnel and Underground Space
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    • v.34 no.5
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    • pp.571-598
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    • 2024
  • Nuclear power generation, which belongs to the eco-friendly energy category, has a comparative advantage over other power generation methods in terms of cost and efficiency, and its share of electricity energy has recently shifted to an increasing trend worldwide. In Korea, various empirical studies have been conducted centering on KURT (KEARI Underground Research Tunnel) to secure elemental technology necessary for safe and efficient disposal of high-level radioactive waste inevitably generated during the operation of nuclear power plants. Considering the domestic rock type and geological conditions, the multi-barrier system is evaluated as the most effective among various high-level radioactive waste disposal methods. The objectives of this study were, first, to evaluate the hydraulic characteristics of deep and low-permeable rock masses and second, to secure quantitative information on the hydraulic connectivity between boreholes for establishing a large-scale in-situ test system necessary for the proper design and stability evaluation of the multi-barrier system. In this regard, diverse borehole tests using DHTS (Deep borehole Hydraulic Testing System) were performed in the two research modules in KURT, and in particular, the injection type cross-hole hydraulic connectivity tests were successfully completed for the first time in Korea. In this paper, we briefly introduced MDST (Mini Downhole Shut-in Tool) developed to update the performance of DHTS and mainly discussed the key results obtained from the stepwise in-situ borehole tests.

Improvement of Water Quality for Contaminated Groundwater by $NO_3-N$ using Compression Packer in Boeun (압축패커를 이용한 보은지역의 질산성질소에 의한 오염지하수 수질개선)

  • Lee, Byeong-Dae;Yun, Uk;Yun, Seong-Taek;Cho, Heuy-Nam
    • The Journal of Engineering Geology
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    • v.20 no.1
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    • pp.25-33
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    • 2010
  • Most of contaminated groundwater in the study area was contaminated by $NO_3-N$ due to inflow of contaminated shallow surface groundwater inflow into groundwater well. Poor grouting and teared screen have increased contaminated shallow surface groundwater inflow into groundwater well. Contaminated shallow surface groundwater was inflowed into groundwater well throughout faults, joints and fracture zone of ESE-WNW, NNW, NW-SE and NS direction. The objective of this paper is to evaluate an improvement of water quality for contaminated groundwater by $NO_3-N$ using compression packer. For this study groundwater samples collected from 46 groundwater wells were analyzed to clarify $NO_3-N$ contents. Groundwater wells over 10 mg/L in $NO_3-N$ content is 9 wells showing 20% among total samples. $NO_3-N$ contents after compression packer installation showed 26~81% low value compared with before compression packer.