• 제목/요약/키워드: Logging area

검색결과 164건 처리시간 0.023초

실험 부지에서의 지질구조 파악을 위한 물리탐사 및 물리검층 (Geophysical Exploration and Well Logging for the Delineation of Geological Structures in a Testbed)

  • 유희은;신제현;김빛나래;조아현;이강훈;편석준;황세호;유영철;조호영;남명진
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제27권spc호
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    • pp.19-33
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    • 2022
  • When subsurface is polluted, contaminants tend to migrate through groundwater flow path. The groundwater flow path is highly dependent upon underground geological structures in the contaminated area. Geophysical survey is an useful tool to identify subsurface geological structure. In addition, geophysical logging in a borehole precisely provides detailed information about geological characteristics in vicinity of the borehole, including fractures, lithology, and groundwater level. In this work, surface seismic refraction and electrical resistivity surveys were conducted in a test site located in Namyangju city, South Korea, along with well logging tests in five boreholes installed in the site. Geophysical data and well logging data were collected and processed to construct an 3D geological map in the site.

시추공 물리탐사를 통한 지반물성과 암상과의 상관성 분석 (Relationship between lithology and rock physical property using borehole prospecting)

  • 송무영;김환석;박종오
    • 지질공학
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    • 제12권2호
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    • pp.127-135
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    • 2002
  • 시추공영상자료와 시추조사에서의 RQD자료 및 완전파형음파검층에 의해 측정된 탄성파속도를 이용하여 각 암상에서의 탄성파속도와 RQD와의 상관관계를 검토하였다. 탄성파속도와 절리틈과의 상관관계는 유성일대의 화강암과 팔당일대의 호상 편마암에서 높은 상관성을 보인 반면, 사북일대 퇴적암에서 상관성이 없는 것으로 나타났다. 사북지역의 퇴적암에서는 상관성이 없고, 특히 누적 절리틈이 0∼20mm구간에서 탄성파속도 분포의 분산이 크게 나타나며, 이는 탄질 세일의 파쇄구간이 넓게 분포하여 절리틈 크기의 측정에 무리가 있었을 것으로 추측된다.

물리검층공에서의 심도오차에 대한 분석과 보정 (A Study on the Errors in Depth from a Geophysical Logging Well)

  • 김영화;장승익
    • 지질공학
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    • 제8권1호
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    • pp.87-98
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    • 1998
  • 효율적인 검층검색을 위한 기초연구의 일환으로 검층에서의 심도 오차의 원인과 범위를 추적하고 심도보정을 실시하였다. 이를 위하여 강원도 혼천군 서석면 일대를 중심으로한 소규모 퇴적분지의 하나인 풍암분지 내의한 시험시추공을 대상으로 물리검층 예비시험과 물리검층, 코어검층, 그리고 코어물성측정을 실시하고 그 결과를 종합적으로 분석하였다. 연구결과는 물리검층 자체에서 나타나는 심도오차의 크기는 무시할 수 있는 수준임을 밝혔으며 이로부터 물리검층에서의 심도를 시추공 조사의 심도기준으로 정할 수 있었다. 아울러 코어물성측정 결과는 코어시료의 심도 보정에 효과적으로 적용될 수 있음을 보였다.

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물리탐사에 의한 터널구간의 암반등급 산정 (A Case Study for Rock Mass Classification using Geophysical Exploration)

  • 김기석;권형석;김종훈
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2003년도 암반역학위원회 학술세미나 논문집
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    • pp.119-137
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    • 2003
  • Electrical resistivity is one of physical property of the earth and measured by electrical resistivity survey, electrical resistivity logging and laboratory test. Recently, electrical resistivity Is widely used In determination of rock quality in road and railway tunnel design. To get more reliable rock quality data from electrical resistivity, it needs a lot of test and study on correlation of resistivity and rock quality. Firstly, we did rock property test In laboratory, such as uniaxial compressive strength(UCS), P wave velocity, Young's modulus and electrical resistivity. We correlate each test results and we found out that electrical resistivity has exponentially related to UCS and P wave velocity and linearly related to Young's modulus. And we accomplished electrical resistivity survey in field site and carried out electrical resistivity togging at In-situ area. Also we performed rock classification, such as RQD, RMR and Q-system and we correlate electrical resistivity to rock classification results. We found out that electrical resistivity logging data are highly correlate to RQD, Q and RMR. Also we found out that electrical resistivity survey data are lower than electrical resistivity logging data when there are faults or fractures. And it cause electrical resistivity survey data to lowly correlate to RQD, Q and RMR.

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제주 현무암 지역에서 물리검층 자료 해석 (Geophysical Well Logs in Basaltic Volcanic Area, Jeju Island)

  • 황세호;신제현;박기화;박인화;고기원
    • 지구물리와물리탐사
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    • 제9권3호
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    • pp.231-240
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    • 2006
  • 화산섬 제주도에서 용암분출에 따른 물리검층 반응특성을 고찰하기 위하여 다양한 물리검층을 수행하였다. 지질조사 목적으로 다양한 물리검층을 수행한 사례가 없어 제주도 지질의 특이성에 대한 이해의 폭이 물리검층 자료의 해석에 매우 중요한 역할을 한다. 제주도의 지하수자원의 체계적인 개발과 보전 목적으로 해안을 중심으로 해수침투관측망을 구축하고 있다. 이들 해수침투관측망 중에서 나공 시추공에 대한 물리검층 결과, 지하수위 하부인 포화대 구간에서의 물리검층 반응은 용암의 누층과 관련된 반응이 뚜렷이 확인되었으며 특히, 중성자검층, 감마-감마(밀도)검층 및 전기비저항검층은 용암유동의 특성을 잘 반영하였다. 수중화산쇄설성퇴적층은 높은 공극률, 낮은 전기비저항과 밀도를 나타냈다. 제주도 지역에서 수행한 물리검층 자료는 지질학적인 특성을 잘 반영하고 있어 물리검층의 적용성이 높은 것으로 판단된다.

물리탐사자료의 GIS 복합처리에 의한 천부지질구조 해석 (Interpretation of shallow geological structure by applying GIS to geophysical data)

  • 송성호;정형재
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 1998년도 공동 심포지엄 및 추계학술발표회
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    • pp.123-126
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    • 1998
  • We have conducted surface electrical resistivity surveys along with the electrical logging at Bookil-Myun, Chungwon-Goon, Choongchungbuk-Do to determine the depths of basement and water table, and for the purpose of preparing the basic input data for hydrogeologic model combined with GIS. A twenty lines of dipole-dipole array survey and a twenty-five stations of resistivity sounding were performed and ten holes were employed for electrical logging to cross check the surface data. A combined interpretation gave the quantitative information of the shallow geologic structure over the area and we constructed layers using the grid analysis of Arc/info. The constructed layers were turned out to be similar to the geologic structure confirmed from the drilling data and we concluded that the methodology adopted in this study would be applicable to hydrogeologic model setup as a tool of providing the basic input data.

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호남고속철도 연약지반구간의 전단파 속도분석과 탐사법 비교 (S-wave Velocity Analysis and Each Survey Comparison of Soft Ground in HoNam High-Speed Railway)

  • 민경남;이일화;정대호;안태봉;정찬묵
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.387-394
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    • 2007
  • This study area located in HoNam High-Speed railway soft ground section. So it carried out the boring survey, field survey and test of laboratory. It collected the engineering data of ground and the data for the establishment arrangement. The investigation did a soil investigation in Nonsan. The investigation item excuted seismic piezocone penetration test, s-wave seismic refraction survey, ps logging test, density logging test which is a physical exploration and boring. Eventually, results of geotechnical and shear-wave survey are useful for ground information in soft ground that has identified the characteristics of geological responses and elastic modulus.

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Permeability imaging in granitic rocks based on surface resistivity profiling

  • Sudo Hiroshi;Tanaka Toshikazu;Kobayashi Tsuyoshi;Kondo Tatsutoshi;Takahashi Toru;Miyamoto Masaharu;Amagai Mitsuru
    • 지구물리와물리탐사
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    • 제7권1호
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    • pp.56-61
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    • 2004
  • In order to image the distribution of permeability in granitic rocks, we carried out two-dimensional (2D) resistivity profiling, together with in-situ permeability tests, electrical logging of boreholes, and resistivity measurements of rock core samples in a laboratory. Based on the electrical logging and in-situ permeability data from boreholes, we obtained empirical equations which relate resistivity and permeability of the granitic rocks in the area studied. We then applied the empirical equation to a 2D resistivity section, to produce a 2D permeability section of the granitic rocks. In this paper, we present details of the field data and of the procedure for conversion from the resistivity section to a permeability section. The observed relationship between resistivity and permeability of the rocks is also discussed.

경북 포항지역에서의 심부 지열수자원 개발 사례 (Development of deep-seated geothermal energy in the Pohang area, Korea)

  • 송윤호;이태종;김형찬
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2005년도 춘계학술대회
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    • pp.693-696
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    • 2005
  • KIGAM (Korea Institute of Geoscience and Mineral Resources) launched a new project to develop the low-temperature geothermal water in the area showing high geothermal anomaly, north of Pohang city, for large-scale space heating. Surface geologic and geophysical surveys including Landsat 1M image analysis, gravity, magnetic, Magnetotelluric (MT) and controlled-source audio-frequency MT (CSAMT), and self-potential (SP) methods have been conducted and the possible fracture zone was found that would serve as deeply connected geothermal water conduit. In 2004, two test wells of 1.1km and 1.5km depths have been drilled and various kinds of borehole survey including geophysical logging, pumping test, SP monitoring, core logging and sample analysis have followed. Temperature of geothermal water at the bottom of 1.5km borehole reached over $70^{\circ}C$ and the pumping test showed that the reservoir contained huge amount of geothermal water. Drilling for the production well of 2 km depth is on going. After test utilization and the feasibility study, geothermal water developed from the production well is going to be provided to nearby apartments.

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