• Title/Summary/Keyword: Gas bearing sediments

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Drivability Monitoring of Large Diameter Underwater Steel Pipe Pile Using Pile Driving Analyzer. (수중 대구경강관말뚝의 항타관입성 모니터링을 위한 PDA 적용 사례)

  • Kim, Dae-Hak;Park, Min-Chul;Kang, Hyung-Sun;Lee, Won-Je
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.11-19
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    • 2004
  • When pile foundation constructed by driving method, it is desirable to perform monitoring and estimation of pile drivability and bearing capacity using some suitable tools. Dynamic Pile Monitoring yields information regarding the hammer, driving system, and pile and soil behaviour that can be used to confirm the assumptions of wave equation analysis. Dynamic Pile Monitoring is performed with the Pile Driving Analyser. The Pile Driving Analyser (PDA) uses wave propagation theory to compute numerous variables that fully describe the condition of the hammer-pile-soil system in real time, following each hammer impact. This approach allows immediate field verification of hammer performance, driving efficiency, and an estimate of pile capacity. The PDA has been used widely as a most effective control method of pile installations. A set of PDA test was performed at the site of Donghea-1 Gas Platform Jacket which is located east of Ulsan. The drilling core sediments of location of jacket subsoil are composed of mud and sand, silt. In this case study, the results of PDA test which was applied to measurement and estimation of large diameter open ended steel pipe pile driven by underwater hydraulic hammer, MHU-800S, at the marine sediments were summarized.

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Characterization of thermal conduction for gas hydrate bearing in-situ sediments (울릉분지 현장 시료와 F110표준사를 이용한 GH함유토의 열전달 양상 분석)

  • Kim, Young Jin;Yun, T.S.
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.05a
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    • pp.148.1-148.1
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    • 2011
  • 본 연구에서는 가스 하이드레이트의 미래 상업생산을 위한 연구활동으로 동해 울릉분지 현장시료를 채취하여 가스 하이드레이트 함유토의 열전도 현상에 관한 연구를 실시하였다. 두 종류의 현장시료를 이용하여 메탄 하이드레이트를 생성하여 공극비 및 포화도에 따라 조건을 달리하여 실험을 수행하였다. 열전도도 측정을 위하여 Transient Plane Source (TPS) 기법을 이용하였다. 현장시료의 사용에 앞서 예비실험으로써 F110표준사를 사용, 비교 분석 자료로써 활용하였다. 하이드레이트 생성 확률을 높이는 기법으로써 불포화시료를 동결, 해동 후 가스를 주입하였으며 동결된 불포화 시료의 열전달양상의 변화를 함께 고찰하였다. 실험결과, 하이드레이트의 포화도가 증가함에 따라 함유토의 열전도도의 증가함을 알 수 있어다. 거의 동일한 물과 GH의 열전도도에도 불구하고 하이드레이트 결정화 작용으로 동일한 포화도의 불포화 시료와 비교하여 약간의 상승을 보였다. 또한 공극비 및 흙을 구성하는 미네랄의 성분에 따라 열전도도의 발현 양상이 상이함을 관찰하였다. 이에 차후 하이드레이트 생산을 위한 현장 측정 및 전산 모사시 이에 관한 고려가 필요할 것으로 사료된다.

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Productivity Analysis for Multi-Wells Depressurization of Gas Hydrate Bearing Sediments in Ulleung Basin, East Sea of Korea (동해 울릉분지 가스하이드레이트 퇴적층 내 다중정 감압에 따른 생산성 분석)

  • Moon, Seo-Yoon;Shin, Hyo-Jin;Lim, Jong-Se
    • Ocean and Polar Research
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    • v.43 no.4
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    • pp.295-306
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    • 2021
  • A field scale productivity analysis is required for the development of gas hydrate in marine sedimentary layers to verify the field applicability of production techniques and to improve productivity. In this study, the productivity resulting from the application of depressurization using multi-wells for the development of gas hydrate in the Ulleung Basin, East Sea of Korea, was determined. A numerical analysis model reflecting the conditions of candidate sites for the Ulleung Basin was constructed, and the productivity and dissociation behavior were comparatively analyzed. The pressure propagation and gas hydrate dissociation region by the multi-wells were wider and the productivity was higher than that of a single well. Different depressurization effects according to the spacing of multi-wells affected productivity. The results provide basic data for productivity analysis when establishing a field test production plan for the Ulleung Basin.

Zero-Offset VSP Data Processing for Gas Hydrate-Bearing Sediments in East Sea (동해 가스하이드레이트 부존지역 제로오프셋 VSP 탐사 자료의 자료처리)

  • Kim, Myung-Sun;Byun, Joong-Moo;Yoo, Dong-Geun
    • Geophysics and Geophysical Exploration
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    • v.12 no.3
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    • pp.255-262
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    • 2009
  • Conventionally, vertical-seismic-profiling (VSP) survey that provides high-resolution information has mainly performed to obtain the exact depth of the gas hydrate-bearing sediment, which is one of the key factors in the development of the gas hydrate. In this study, we extracted interval velocities and created corridor stacks from the first domestic zero-offset VSP data, which were acquired with three component receivers at UBGH09 borehole in Ulleung Basin where gas hydrate exists. Then we compared the corridor stacks with a CMP stacked section from surface seismic data. First of all, we converted the signals recorded with three component receivers to true vertical and horizontal components by phase rotation, and divided the data into direct waves and reflected waves by wavefield separation processing. The trend of the interval velocity extracted from the zero-offset VSP was similar to that of the sonic log obtained at the same borehole. Because the interval velocity of the gas hydrate-bearing sediment above the BSR was high, and it decreased suddenly through the BSR, we could infer that free gas is accumulated below the BSR. The results of comparing the corridor stacks to the CMP stacked section of the surface seismic data showed that most reflection events agreed well with those in the surface CMP stacked section and that the phase-rotated VSP data corresponded better with the surface seismic data than the VSP data without phase rotation. In addition, by comparing a corridor stack produced from the transverse component with the CMP stacked section of the surface seismic data, we could identify PS mode-converted reflections in the CMP stacked section.

GEOPHYSICAL CHARACTERIZATION OF MARINE CLAYS - FROM GEOTECHNICAL PARAMETER ESTIMATION TO PROCESS MONITORING -

  • Choi, Gye-Chun;Chang, Il-Han;Oh, Tae-Min;Kim, Hak-Sung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09c
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    • pp.37-46
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    • 2010
  • Marine clays are soft soil deposits having complicated mineralogy and formation characteristics. Thus, characterization of its geotechnical behavior has been a main issue for geotechnical engineers. Nowadays, the importance and applications of geophysical exploration on marine clays are increasing significantly according to the accuracy, efficiency, and reliability of geophysical survey technology. For marine clays, seismic survey is effective for density and elasticity characterization, while electro-magnetic wave provides the information about the fluid conductivity phenomena inside soil. For practical applications, elastic wave technology can evaluate the consolidation state of natural marine clay layers and estimate important geotechnical engineering parameters of artificially reclaimed marine deposits. Electrical resistivity can provide geophysical characteristics such as particle cementation, pore geometry shape, and pore material phase condition. Furthermore, nondestructive geophysical monitoring is applicable for risk management and efficiency enhancement during natural methane gas extraction from gas hydrate-bearing sediments.

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Technical Consideration of Elastic Wave Measurements of Gas Hydrate-bearing Sediments in Lab-Scale (GH 함유 퇴적물 실험실 스케일 탄성파 측정 기법의 기술적 고찰)

  • Jung, Jaewoong;Lee, Joo Yong;Lee, Jaehyung;Kim, Sejoon
    • 한국신재생에너지학회:학술대회논문집
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    • 2011.11a
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    • pp.125.2-125.2
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    • 2011
  • 청정 에너지원으로 높은 잠재력을 가지고 있는 가스하이드레이트는 상업적 기술개발이 미확보된 상태이다. 현재 전 세계적으로 가스하이드레이트 개발 및 생산에 관한 연구가 활발히 진행되고 있으며 이에 대한 기초자료로서 가스하이드레이트가 함유된 퇴적층의 물성자료가 필요하다. 특히, 현장 시료에 대한 물성 측정은 향후 가스하이드레이트 개발 및 생산 계획을 수립하는데 있어서 매우 중요하다. 탄성파 측정 결과는 다른 물성 들에 비하여 하이드레이트 함유 시료의 성형과정에 큰 영향을 받는다. 또한 그 외의 실험 경계조건과 취득 자료의 처리 과정에도 매우 민감하게 반응한다. 따라서 측정을 하는 과정은 물론 측정 후 자료의 활용 과정에서 다양히 고려해야 할 점들이 있다. 본 연구에서는 인공 모래를 이용하여 다양한 조건에서 탄성파 속도를 측정한 후 그 결과를 토대로 하여 기존의 연구 결과와 비교하여 음파 측정연구 시 고려해야 할 기술적 사항 들을 정리해 보았다. 실험에 사용된 장비는 고압의 퇴적층을 모사할 수 있는 압력셀과 메탄과 염수 주입에 사용되는 유체 주입장비, 하이드레이트 형성을 위한 온도조절장비, 자료 획득 장비로 구성되어 있다. p파 속도는 음파 송수신장비를 사용하였다.

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Numerical Analysis on Flow Behavior of Gas Hydrate Bearing Sediments in the Ulleung Basin, East Sea of Korea (동해 울릉분지 가스하이드레이트 퇴적층의 해리 유동 전산 분석 연구)

  • Kim, Ji-Su;Lee, Rok-Sang;Lim, Jong-Se;Kim, Se-Joon
    • Journal of Energy Engineering
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    • v.23 no.3
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    • pp.102-115
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    • 2014
  • In the Ulleung basin in the East Sea of Korea, it is assumed that huge amounts of gas hydrate(GH) are buried. In 2010, drilling operation was performed at the 2nd Ulleung Basin Gas Hydrate Drilling Expedition(UBGH2) to designate a site for field production test. In this study, based on the field production test site model reflecting geological properties, GH dissociation flow interpretation is analyzed and sensitivity analysis is performed to gain understanding of production behavior properties following bottomhole pressure(BHP) variation by using the numerical simulation. The results of this study provide a basis for the preliminary analysis of field production test site.

Geotechnical Characteristics of the Ulleung Basin Sediment, East Sea (1) - Cosolidation and Shear Waves Velocity (동해 울릉분지 심해토의 지반공학적 특성(1) - 압밀 특성, 전단파 특성에 관한 연구)

  • Kim, Youngmoon;Lee, Jongsub;Lee, Jooyong;Lee, Changho
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.5
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    • pp.33-39
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    • 2013
  • A drilling exploration in deep sea is being processed to develop new energy resource in the world. In 2007, the presence of the gas hydrate had been confirmed during the UBGH1 (Ulleung Basin Gas Hydrate Expedition 1) in the Ulleung Basin. Geotechnical properties of the deep marine sediment are important factors for assessing the safety of gas production facility and productivity from the hydrate bearing sediment. In this study, comprehensive laboratory tests are conducted to investigate the geotechnical engineering characteristics of the deep marine sediments recovered from the hydrate occurrence regions during the UBGH2 (Ulleung Basin Gas Hydrate Expedition 2) in the Ulleung Basin, East Sea, Korea. The index properties of the specimens including the specific gravity, atterberg limits, specific surface, and particle size distribution are measured, and these are compared to the results reported by previous studies. A zero-lateral strain cell, which houses bender elements, is used to determine stress-dependant characteristics and shear wave velocities with the vertical effective stresses. Furthermore, the hydraulic conductivity is calculated based on the consolidation test results.

Microbial Community Composition Associated with Anaerobic Oxidation of Methane in Gas Hydrate-Bearing Sediments in the Ulleung Basin, East Sea (동해 울릉분지 가스 하이드레이트 매장 지역의 메탄산화 미생물 군집 조성 및 분포)

  • Cho, Hyeyoun;Kim, Sung-Han;Shin, Kyung-Hoon;Bahk, Jang-Jun;Hyun, Jung-Ho
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.20 no.1
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    • pp.53-62
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    • 2015
  • To elucidate the microbial consortia responsible for the anaerobic methane oxidation in the methane hydrate bearing sediments, we compared the geochemical constituents of the sediment, the rate of sulfate reduction, and microbial biomass and diversity using an analysis of functional genes associated with the anaerobic methane oxidation and sulfate reduction between chimney site (UBGH2-3) on the continental slope and non-chimney site (UBGH2-10) on the basin of the Ulleung Basin. From the vertical profiles of geochemical constituents, sulfate and methane transition zone (SMTZ) was clearly defined between 0.5 and 1.5 mbsf (meters below seafloor) in the UBGH2-3, and between 6 and 7 mbsf at the UBGH2-10. At the UBGH2-3, the sulfate reduction rate (SRR) in the SMTZ exhibited was appeared to be $1.82nmol\;cm^{-3}d^{-1}$ at the depth of 1.15 mbsf. The SRR in the UBHG2-10 showed a highest value ($4.29nmol\;cm^{-3}d^{-1}$) at the SMTZ. The 16S rRNA gene copy numbers of total Prokaryotes, mcrA, (methyl coenzyme M reductase subunit A), and dsrA (dissimilatory sulfite reductase subunit A) showed the peaks in the SMTZ at both sites, but the maximum mcrA gene copy number of the UBGH2-10 appeared below the SMTZ (9.8 mbsf). ANME-1 was a predominant ANME (Anaerobic MEthanotroph) group in both SMTZs of the UBGH2-3 and -10. However, The sequences of ANME-2 were detected only at 2.2 mbsf of the UBGH2-3 where high methane flux was observed because of massive amount of gas hydrate at shallow depth. And Desulfosarcina-Desulfococcus (DSS) that is associated with ANME-2 was detected in 2.2 mbsf of the UBHG2-3. Overall results demonstrate that ANME-1 and ANME-2 are considered as significant archaeal groups related to methane cycle in the subsurface sediment of the East Sea, and ANME-2/DSS consortia might be more responsible for methane oxidation in the methane seeping region than in non-seeping region.

Numerical Analysis for Fault Reactivation during Gas Hydrate Production (가스하이드레이트 개발과정에서의 단층 재활성화 해석)

  • Kim, Hyung-Mok;Kim, A-Ram
    • Tunnel and Underground Space
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    • v.26 no.2
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    • pp.59-67
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    • 2016
  • In this paper, we perform a numerical analysis to evaluate the potential of fault reactivation during gas production from hydrate bearing sediments and the moment magnitude of induced seismicity. For the numerical analysis, sequential coupling of TOUGH+Hydrate and FLAC3D was used and the change in effective stress and consequent geomechanical deformation including fault reactivation was simulated by assuming that Mohr-Coulomb shear resistance criterion is valid. From the test production simulation of 30 days, we showed that pore pressure reduction as well as effective stress change hardly induces the fault reactivation in the vicinity of a production well. We also investigated the influence of stress state conditions to a fault reactivation, and showed that normal fault stress regime, where vertical stress is relatively greater than horizontal, may have the largest potential for the reactivation. We tested one simulation that earthquake can be induced during gas production and calculated the moment magnitude of the seismicity. Our calculation presented that all the magnitudes from the calculation were negative values, which indicates that induced earthquakes can be grouped into micro-seismic and as small as hardly perceived by human beings. However, it should be noted that the current simulation was carried out using the highly simplified geometric model and assumptions such that the further simulations for a scheduled test production and commercial scale production considering complex geometric conditions may produce different results.