• Title/Summary/Keyword: 시추코어 분석

Search Result 96, Processing Time 0.023 seconds

Interpretation of Origin and Methanogenic Pathways of Coalbed Gases from the Asem-Asem Basin, Southeast Kalimantan, Indonesia (인도네시아 칼리만탄 남동측에 위치하는 아셈-아셈분지 석탄층 가스의 기원과 메탄생성경로 해석)

  • Chun, Jong-Hwa;Hwang, In Gul;Lee, Wonsuk;Lee, Taehun;Kim, Yuri
    • Economic and Environmental Geology
    • /
    • v.55 no.3
    • /
    • pp.261-271
    • /
    • 2022
  • Six gas samples were collected from coal and coaly shale from core AA-1, which was acquired from the Asem-Asem Basin, southeast Kalimantan, Indonesia. These coalbed gas samples were analyzed for the molecular composition, carbon isotope (δ13CCH4, δ13CC2, and δ13CCO2), hydrogen isotope (δDCH4), hydrocarbon index (CHC), and carbon dioxide-methane index (CDMI) to document their origin and methanogenic pathways. Core AA-1 successively consists of lower clastic sedimentary rocks (Sedimentary Unit-1, SU-1) containing coal and coaly shale, and upper limestone (Sedimentary Unit-2, SU-2), unconformably underlain by serpentinized basement interpreted as part of the Cretaceous Meratus subduction complex (MSC). The coal and coaly shale (SU-1) were deposited in a marshes nearby a small-scale river. Compositions of coalbed gases show that methane ranges from 87.35 to 95.29% and ethane ranges from 3.65 to 9.97%. Carbon isotope of coalbed methane (δ13CCH4) ranges from -60.3 to -58.8‰, while hydrogen isotope (δDCH4) ranges from -252.9 to -252.1‰. Carbon isotope of coalbed ethane (δ13CC2) ranges from -32.8 to -31.2‰, carbon isotope of coalbed carbon dioxide (δ13CCO2) ranges from -8.6 to -6.2‰. The coalbed CO2 is interpreted to be an abiogenic origin based on a combination of δ13CCO2 and CDMI and could have been transported from underlying CO2 bearing MSC through faults. The methanogenic pathways of coalbed gases are interpreted to have originated from primary methyl-type fermentation and mixed with CO2 reduction, affecting thermogenic non-marine coal-type gases based on analyses of isotopic ratios and various indexes.

The 2nd Ulleung Basin Gas Hydrate Drilling Expedition (UBGH2) (울릉분지 가스 하이드레이트 2차 시추)

  • Ryu, Byong-Jae;Lee, Sung-Rock;Yoo, Dong-Geun;Kim, Gil-Young;Chun, Jong-Hwa;Bahk, Jang-Jun;Kim, Ji-Hoon;Lee, Joo-Yong
    • 한국신재생에너지학회:학술대회논문집
    • /
    • 2011.05a
    • /
    • pp.147.1-147.1
    • /
    • 2011
  • 지식경제부 가스 하이드레이트 개발사업의 일환으로 동해 울릉분지 가스 하이드레이트 2차 시추(Ulleung Basin Gas Hydrate Drilling Expedition: UBGH2)가 2010년 7월 8일부터 9월 30일까지 D/V Fugro Synergy를 이용하여 수행되었다. UBGH2 수행을 위해 선정된 13개 site에서 약 1개월 동안 Schlumberger사의 장비를 이용 Logging-While-Drilling/Measurement-While-Drilling(LWD/MWD) 자료를 취득하였다. LWD/MWD 자료는 선상에서 분석되었으며, 이 결과는 coring 및 borehole plan 수립을 위하여 활용되었다. Coring Phase 동안 10개 site의 18개 hole로부터 퇴적물 코어 시료를 채취하고 선상에서 퇴적학, 지구화학, 생지화학, 물리적 특성 등 각종 분석과 측정 작업을 수행하였다. 약 2개월에 걸쳐 수행된 coring phase 동안에 2개 site에서 FAOL(Fugro Alluvial Offshore Limited)사의 장비를 이용 Wireline Logging/Vertical Seismic Profile(WL/VSP) 자료도 취득하였다. LWD/MWD phase와 coring phase 동안 12개 site에서 무인잠수정(remotely operated vehicle: ROV)를 이용하여 퇴적물 시료 채취, 해저면 관찰, 용존메탄 측정 등의 작업을 수행하였으며, 선상에서 취득된 이들 자료를 분석하였다. Coring을 수행한 모든 site에서 가스 하이드레이트 부존을 확인하였으며, 다양한 산상의 가스 하이드레이트 실물을 회수하고 분석하였다.

  • PDF

Analysis for the Behavior of Ridge-Cut Rock Slope (능선부 개착에 의해 형성된 암반사면 거동해석)

  • Cho, Tae-Chin;Hwang, Taik-Jean;Shin, Sun-Mi;Lee, Guen-Ho
    • Tunnel and Underground Space
    • /
    • v.22 no.6
    • /
    • pp.393-402
    • /
    • 2012
  • A behavior of ridge-cut rock slope had been monitored by installing inclinometers and regional slope movement toward rear side of cut face was detected. To delineate the governing factors of slope behavior, especially backward slip of ridge-cut slope, petrographic characteristics of rock cores obtained from four drilled boreholes had been examined. BIPS images inside boreholes had been acquired and structural characteristics of slope rock had been studied. Mechanical properties of discontinuity planes distributed in the drilled core had been measured and the shear strength of coal seam imbedded-discontinuity planes also had been obtained by performing the direct shear test. Monitoring results of slope behavior had been analyzed by comprehensibly considering both the mechanical and structural characteristics of slope rock and coal seam-imbedded discontinuity planes, and the potential governance of coal seam and clay minerals embedded in the joint plane on the regional slope behavior has been also identified.

A Case Study on Geotechnical Properties and Weathering Degree of Weathered Granite Rock (화강 풍화암의 지반특성 및 풍화도 평가에 대한 사례 연구)

  • Lee, Seung-Hwan;Yoo, Byeong Soo;Chung, Choong-Ki
    • Journal of the Korean Geotechnical Society
    • /
    • v.33 no.12
    • /
    • pp.127-139
    • /
    • 2017
  • Site investigation including boring and various in-situ borehole test (Pressuremeter test, Borehole shear test, Downhole test, Suspension PS logging, Density logging) and X-ray fluorescence analysis for rock core sample were performed to estimate geotechnical properties and weathering degree of weathered granite rock in Goyang. Deformation modulus, shear strength parameter and shear wave velocity estimated through in-situ borehole test had a tendency to increase with depth. And several chemical weathering indices evaluated by X-ray fluorescence analysis had a general tendency of reducing weathering degree in accordance with depth. Also, relationship between VR determined as a representative weathering index and the geotechnical properties was analyzed.

A study of push core sediments and topographical controls around the shallow gas hydrate site in the Ulleung Basin, East Sea (울릉분지 천부 가스하이드레이트 부존지역에서의 해저지형변화에 따른 퇴적물 특성 연구)

  • Chun, Jong-Hwa;Lee, Joo-Yong;Kim, Hak-Joo;Kang, Nyeon-Keon;Nam, Sung-Il
    • 한국신재생에너지학회:학술대회논문집
    • /
    • 2008.10a
    • /
    • pp.200-202
    • /
    • 2008
  • 동해 울릉분지에서는 시추선 RemEtive를 사용하여 UBGH-X-01 가스하이드레이트 탐사가 2007년에 실시되었다. 본 연구에서는 천부 가스하이드레이트가 확인된 UBGH1-10 정점에서 무인잠수정(Quantam WROV)을 사용하여 획득된 푸쉬코어와 해저지형 분석을 수행되었다.UBGH1-10 정점은 seismic chimneys의 탄성파 특성이 발달된 지역이다. 이곳에서는 해저표면으로부터 수 m 하부에서 가스하이드레이트가 발견되었다. 이 정점은 수 m 높이의 얕은 둔덕들이 무인잠수정에 부착된 비디오 카메라에 의해서 관찰되었다.이곳에서 채취된 길이 약40 cm의 푸쉬코어는 생물교란된 뻘질 퇴적물로 구성되어 있으며, 가스하이드레이트와 chemosynthetic community는 관찰되지 않았다. 푸쉬코어는 X-ray fluorescence scanner를 사용하여 퇴적물의 26가지 원소 조성을 분석하였다. UBGH1-10 정점의 산화환원환경은 Mo/Al과 Mn/Ti 원소비를 이용하여 천부 가스하이드레이트가 발견되지 않은 UBGH1-9와 UBGH1-1 정점과 대비하였다. 이 정점의 일차생산력은 Ba/Al 원소비를 이용하여 다른 정점과 대비하였다. 천부 가스하이드레이트가 발견된 UBGH1-10 정점은 활발한 가스방출과 관련된 생물집단 서식 또는 자생광물 형성의 흔적이 발견되지 않으며, 퇴적물에서도 산화환원환경과 일차생산력의 큰 차이가 관찰되지 않는다.

  • PDF

Applicability of Color Corescanner to the Analysis and Data-base of Drill Cores (시추코어 분석 및 데이터베이스화를 위한 칼라 코어스캐너의 응용)

  • ;Ghodrat Rafat
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2001.03a
    • /
    • pp.249-256
    • /
    • 2001
  • Optical Color Corescanner firstly developed by DMT-GeoTec, Germany and further upgraded through the Korea-Germany joint project is capable of duplicating the core surfaces. The tool uses a digital CCD line camera. As the core is rotated by an electric motor, the camera scans the uppermost line, everytime with a circumferential increment of up to 0.05mm(20pixels/mm) and hence a complete 360$^{\circ}$ unwrapped image(core image) is produced. This paper illustrated diverse research benefits of such core images from several test sites in our country. All scanned images could be stored as a data-base one and easily used with software facilities \circled1 to evaluate a percental distribution of mineral components or grain size etc. not only for the rock classification but also for e.g. the assessment of building stones, \circled2 to study potential reservoirs as a hydrocarbon indicator using ultraviolet fluorescence reflection from cores, \circled3 to facilitate the qualitative and quantitative analysis of fractures, \circled4 to evaluate the fractures and thin bedded reservoirs using spectral color responses. Based on abundant scanning experiments, it would seem that this imaging work should lead to reflecting the future trend in underground survey toward a more comprehensive understanding of the properties and behaviors of in situ rocks.

  • PDF

Constructing Geological Cross-sections at Depth and Interpreting Faults Based on Limited Shallow Depth Data Analysis and Core Logging: Southern Section of the Yangsan Fault System, SE Korea (제한된 천부자료와 시추코어분석을 통한 심부지질단면도 작성과 단층 인지법: 한반도 남동부 양산단층대 주변에서의 적용)

  • Kim, Taehyung;Kim, Young-Seog;Lee, Youngmin;Choi, Jin-Hyuck
    • The Journal of Engineering Geology
    • /
    • v.26 no.2
    • /
    • pp.277-290
    • /
    • 2016
  • Deep geological cross-sectional data is generally not common nor easy to construct, because it is expensive and requires a great deal of time. As a result, geological interpretations at depth are limited. Many scientists attempt to construct geological cross-sections at depth using geological surface data and geophysical data. In this paper, we suggest a method for constructing cross-sections from limited geological surface data in a target area. The reason for this study is to construct and interpret geological cros-sections at depth to evaluate heat flow anomaly along the Yangsan fault. The Yangsan Fault passes through the south-eastern part of the Korean Peninsula. The cross-section is constructed from Sangbukmyeon to Unchonmyeon passing perpendicularly through the Yangsan Fault System trending NW-SE direction. The geological cross-section is constructed using the following data: (1) Lithologic distributions and main structural elements. (2) Extensity of sedimentary rock and igneous rock, from field mapping. (3) Fault dimension calculated based on geometry of exposed surface rupture, and (4) Seismic and core logging data. The Yangsan Fault System is composed of the Jain fault, Milyang fault, Moryang fault, Yangsan fault, Dongnae fault, and Ingwang fault which strike NNE-SSW. According to field observation, the western section of the Yangsan fault bounded by igneous rocks and in the eastern section sedimentary rocks are dominant. Using surface fault length we infer that the Yangsan Fault System has developed to a depth of kilometers beneath the surface. According to seismic data, sedimentary rocks that are adjacent to the Yangsan fault are thin and getting thicker towards the east of the section. In this study we also suggest a new method to recognize faults using core loggings. This analysis could be used to estimate fault locations at different scales.

Hydrochemistry and Occurrence of Natural Radioactive Materials within Borehole Groundwater in the Cheongwon Area (청원지역 시추공 지하수의 수리화학 및 자연방사성물질 산출 특성)

  • Jeong, Chan-Ho;Kim, Moon-Su;Lee, Young-Joon;Han, Jin-Seok;Jang, Hyo-Geun;Jo, Byung-Uk
    • The Journal of Engineering Geology
    • /
    • v.21 no.2
    • /
    • pp.163-178
    • /
    • 2011
  • A test borehole was drilled in the Cheongwon area to investigate the relationship between geochemical environment and the natural occurrence of radioactive materials (uranium and Rn-222) in borehole groundwater. The borehole encountered mainly biotite schist and biotite granite, with minor porphyritic granite and basic dykes. Six groundwater samples were collected at different depths in the borehole using the double-packed system. The groundwater pH ranges from 5.66 to 8.34, and the chemical type of the groundwater is Ca-$HCO_3$. The contents of uranium and Rn-222 in the groundwater are 0.03-683 ppb and 1,290-7,600 pCi/L, respectively. The contents of uranium and thorium in the rocks within the borehole are 0.51-23.4 ppm and 0.89-62.6 ppm, respectively. Microscope observations of the rock core and analyses by electron probe microanalyzer (EPMA) show that most of the radioactive elements occur in the biotite schist, within accessory minerals such as monazite and limenite in biotite, and in feldspar and quartz. The high uranium content of groundwater at depths of -50 to -70 m is due to groundwater chemistry (weakly alkaline pH, an oxidizing environment, and high concentrations of bicarbonate). The origin of Rn-222 could be determined by analyzing noble gas isotopes (e.g., $^3He/^4He$ and $^4He/^{20}Ne$).

Field Experiment Generating Shear Waves by Using french Method (트렌치를 이용한 S 파 발생 현장실험)

  • Lee, Doo-Sung;Kim, Hyoun-Gyu
    • Geophysics and Geophysical Exploration
    • /
    • v.2 no.4
    • /
    • pp.209-214
    • /
    • 1999
  • A field experiment generating shear waves by trench method was conducted at two places in Taejun area. We were able to separate the P- and S-waves by summing and subtracting the vertical and horizontal component of the data recorded at a three component downhole geophone in the borehole. The analysis of the records revealed that the shear waves were polarized to NS and EW directions. The faster shear waves were polarized to NS direction. The NS direction generally agrees with the dominant joints direction observed from the cores collected from the borehole.

  • PDF

An Analysis of the Behavior of Rock Slope with Excavation-Induced Tension Cracks Located in DongHae Highway Construction Site (개착과정에서 인장균열이 발생된 동해고속도로 건설현장 암반사면의 거동 해석)

  • 조태진;이창영;고기성
    • Journal of the Korean Geotechnical Society
    • /
    • v.20 no.8
    • /
    • pp.15-27
    • /
    • 2004
  • Sliding aspects of rock slope, where large-scaled tension cracks are induced during preliminary excavation, have been analyzed. Structure of rock mass is investigated by performing the electrical resistivity survey and the orientations and positions of discontinuities are measured from DOM-drilled core log. Geological evidence far primary failure movement has been detected and clay minerals which possess swelling properties are identified through XRD analysis. Slope stability is examined by considering the orientations of discontinuities and their trace distributions on the cut-face and neighboring natural slope surface. Both orientations and positions of failure-invoking discontinuity planes, traces of which are exposed within the anticipated sliding region, are concerned fur analyzing the preferred sliding directions. Regional sliding vectors are assessed based on the relative positions of potential sliding planes in the boreholes and the general trend of anticipated failure movement of rock slope is also investigated.