• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2004.04a
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• pp.495-498
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• 2004

대전시 유성구 한국원자력연구소 부근 지역의 심부 단열대 확인을 위해 BHTV 검층, 일정구간별 정압 주입시험을 실시하였다. BHTV 조사 결과 A Zone(100m～120m)과 B Zone(250m～280m)이 연결되었다고 판단되며, 일정구간별 정압주입시험을 통해 B Zone(250m～280m)과 C Zone(400～420m)의 연결성을 추측할 수 있었다. 또한, 시추공의 심도별 지하수위 자료를 통해 지하 250m 부근에서 그 상부와 하부의 지하수 시스템이 연속되지 않은 독립된 시스템을 갖는다고 추측된다. 이러한 결론은 MP system이 설치된 시추공의 구간별 압력변화 결과에 의해서도 확인된다.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2005.04a
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• pp.381-384
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• 2005

암반의 단열은 현재까지의 대상암석에 기록된 변형이력의 하나로서, 이는 지하수유동이나 암반의 안정성 해석에 중요한 정보가 된다. 본 연구에서는 대전 유성지역의 암반의 단열 파악을 목적으로, 초음파 텔레뷰어(BHTV) 검층 자료를 선정하여 D/B를 구축하였다. 구축한 D/B를 토대로 시추공의 속성 자료를 3차원 가시화하여 단열분포에 대한 이해를 증진시키고자 하였으며, 3차원 가시화는 GIS의 소프트웨어인 ArcGIS의 AML (ArcMacro Language)을 이용하여 표현하였다. 이러한 연구방법을 통하여 사용자는 암반의 단열 분포를 정확하고, 효과적으로 파악할 수 있을 것이다.

• 한국터널공학회:학술대회논문집
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• 2005.04a
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• pp.317-331
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• 2005

[ ${\circ}$ ] 지반 분포 상환 파악 : 도모그래피 기법 ${\circ}$ 지반의 불연속면 파악 : BHTV, BIPS 및 TSP ${\circ}$ 지반의 횡파 속도 파악, 내진 설계: 표면파 기법, 다운홀 및 크로스홀 ${\circ}$ 시추공의 심도 별 원위치 물성 산출: 밀도 검층, Suspension PS 검충

• The Journal of Engineering Geology
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• v.9 no.1
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• pp.45-57
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• 1999

Groundwater flow in rock mass is controlled by the fractures developed in the area. So, the conductive fractures are very important for groundwater flow in crystalline rock. This study aims to find out the characteristics of the fracture distributed in granitic rock in the northern part of the Yusong area (latitude $36^{\circ}24'18"~36^{\circ}25'08",{\;}longitude{\;}127^{\circ}21'00"~127^{\circ}23'23"$). The electric and EM surveys were carried out in the site to delineate the fracture the fracture zones. Since geophysical survey provides non-unique solution, hydraulic data and dilling log data including BHTV scanning were used as complementary data to achieve the objective of this study. Electric survey(DC) arrays used are schlumberger and dipole-dipole arrays. VLF is used for EM survey. The main charcteristics of the fracture developed in the study aera are that fractures associated with basic dyke cut corss the main fracture zone in NNW and play an important role as hydraulic barrier. In trun, groundwater table in the upstream area is lower than that downstream area.

• The Journal of Engineering Geology
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• v.15 no.2 s.42
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• pp.213-227
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• 2005

This study aims to assess the problems with investigation method and to suggest the complementary solutions by comparing the predicted data from surface investigation with the outcome data from underground cavern. In the study area, one(NE-1) of 6 fracture zones predicted during the surface investigation was only confirmed in underground caverns. Therefore, it is necessary to improve the confidence level for prediction. In this study, the fracture classification criteria was quantitatively suggested on the basis of the BHTV images of NE-1 fracture zone. The major orientation of background fractures in rock mass was changed at the depth of the storage cavern, the length and intensity were decreased. These characteristics result in the deviation of predieted predicted fracture properties and generate the investigation bias depending on the bore hole directions and investigated scales. The evaluation of hydraulic connectivity in the surface investigation stage needs to be analyze by the groundwater pressures and hydrochemical properties from the monitoring bore hole(s) equipped with a double completion or multi-packer system during the test bore hole is pumping or injecting. The hydraulic conductivities in geometric mean measured in the underground caverns are 2-3 times lower than those from the surface and furthermore the horizontal hydraulic conductivity in geometric mean is six times lower than the vertical one. To improve confidence level of the hydraulic conductivity, the orientation of test hole should be considered during the analysis of the hydraulic conductivity and the methodology of hydro-testing and interpretation should be based on the characteristics of rock mass and investigation purposes.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1929-1933
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• 2009

수자원 수요가 급증함에 따라 단열 암반 대수층의 지하수를 개발해 이용하려는 연구가 많이 이루어지고 있다. 본 연구에서는 단열암반 대수층의 지하수 유동 특성을 알아보기 위해 한국원자력연구원 연구 지역 내에 NX 규격의 직경 78mm를 갖는 500m 심도의 심부시추공 (DB-01)을 굴착하였다. DB-01에 대한 시추공 단열조사 (BHTV) 및 시추코아 분석을 통해서 심부 시추공에 대한 예비 투수성 구조를 도출하였으며, 투수성이 큰 구조로 단열과 연결된 지점으로 판단되는 심도에 대해서 현장 수리시험을 수행하여, 결정질 암반의 투수성 구조에 대한 수리특성을 규명하였다. 그 결과를 분석하여 비교적 투수성이 큰 심도를 결정질 암반의 대수층이라 정의하였다. 수리특성이 비슷한 3가지의 그룹 중 3그룹은 투수계수도 가장 크고 단열빈도도 밀집되어 있는 것으로 나와 심부 200m에서 250m이하의 이 단열구간은 수자원으로 지하수의 활용이 가능하다고 여겨진다.

• Journal of Soil and Groundwater Environment
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• v.7 no.3
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• pp.33-44
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• 2002

A field technique for assessing the transmissive fractures in an aquifer was applied to a fractured rock formation in Youngchun area Korea. Geological mapping and detailed acoustic borehole teleview(BHTV) logging were performed to obtain information about the fractures. The study area consists predominantly of two types of fractures. The fracture sets of low angle partings such as bedding and sheeting plains have strike N70-80$^{\circ}$W, 25$^{\circ}$-30$^{\circ}$SW and N3S$^{\circ}$W, 12$^{\circ}$NE, respectively. In areas of high fractures, on the other hand, the major fracture sets show strike N80$^{\circ}$W and dip 70$^{\circ}$-85$^{\circ}$SW, N10$^{\circ}$E.85$^{\circ}$SE in sedimentry rocks, N40-50$^{\circ}$E.85$^{\circ}$SE/85$^{\circ}$NE, N70$^{\circ}$E.80$^{\circ}$SE, and N7$^{\circ}$-75$^{\circ}$W.80$^{\circ}$SW in granites and volcanic rocks. Injection tests have been performed to identify discrete production zones and quantify the vertical distribution of hydraulic conductivity. The calculated hydraulic conductivities range from 3.363E-10 to 2.731E-6, showing that the difference between maximum and minimum value is four order of magnitude. Dominant section in hydraulic conductivity is extensively fractured. Geophysical logging was carried out to clarify characterization of the distribution of fracture zones. Transmissive fractures were evaluated through the comparison of the results obtained by each method. The temperature logs appeared to be a good indicator that can distinguish a high transmissive fractures from a common fractures in hydraulic conductivity. In numerous cases, evidence of fluid movement was amplified in the temperature gradient log. The fracture sets of N70-80$^{\circ}$W.60-85$^{\circ}$NE/SW N75-80$^{\circ}$W.25-30$^{\circ}$SW, N50-64$^{\circ}$W.60-85$^{\circ}$NE, N35-45$^{\circ}$E.65-75$^{\circ}$SE, and N65-72$^{\circ}$E.80$^{\circ}$SE/60$^{\circ}$NW were idenfied as a distinct transmissive fractures through the results of each tests.