• Title/Summary/Keyword: 검층

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Replacement of Saline Water through Injecting Fresh Water into a Confined Saline Aquifer at the Nakdong River Delta Area (염수로 충진된 낙동강 델타지역 피압대수층에서 담수주입에 의한 염수치환 연구)

  • Won, Kyung-Sik;Chung, Sang Yong;Lee, Chang-Sup;Jeong, Jae-Hoon
    • The Journal of Engineering Geology
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    • v.25 no.2
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    • pp.215-225
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    • 2015
  • We performed injection tests in a deep-seated confined aquifer to assess the potential of artificial recharge as a means of preventing saltwater contamination, thereby securing groundwater resources for the Nakdong Delta area of Busan City, Korea. The study area comprises a confined aquifer, in which a 10-21-m-thick clay layer overlies 31.5-36.5 m of sand and a 2.8-11-m-thick layer of gravel. EC logging of five monitoring wells yielded a value of 7-44 mS/cm, with the transition between saline and fresh water occurring at a depth of 15-38 m. Above 5 m depth, water temperature is 10-15.5℃, whereas between 5 and 50 m depth the temperature is 15.5-17℃. Approximately 950 m3 of fresh water was injected into the OW-5 injection well at a rate of 370 m3/day for 62 hours, after which the fresh water zone was detected by a CTD Diver installed at a depth of 40 m. The persistence of the fresh water zone was determined via EC and temperature logging at 24 hours after injection, and again 21 days after injection. We observed a second fresh water zone in the OW-2 well, where the first injection test was performed more than 20 days before the second injection test. The contact between fresh and saline water in the injection well is represented by a sharp boundary rather than a transitional boundary. We conclude that the injected fresh water occupied a specific space and served to maintain the original water quality throughout the observation period. Moreover, we suggest that artificial recharge via long-term injection could help secure a new alternative water resource in this saline coastal aquifer.

Analysis of Groundwater Flow Characterization in Fractured Aquifer System (파쇄대 응회암 대수층의 지하수 유동 특성화 기법)

  • Kim Yong-Je;Kim Tae-Hee;Kim Kue-Young;Hwang Se-Ho;Chae Byung-Gon
    • Journal of Soil and Groundwater Environment
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    • v.10 no.4
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    • pp.33-44
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    • 2005
  • On the basis of a stepwise and careful integration of various field and laboratory methods the analysis of groundwater flow characterization was performed with five boreholes (BH-1, -2, -3, -4, -5) on a pilot site of Natural Forest Park in Guemsan-gun, Chungcheongbook-do, Korea. The regional lineaments of NW-SE are primarily developed on the area, which results in the development of many fractures of NW-SE direction around boreholes made in the test site for the study. A series of surface geological survey, core logging, geophysical logging, tomography, tracer tests, and heat-pulse flowmeter logging were carried out to determine fracture characteristics and fracture connectivity between the boreholes. In the result of fracture connectivity analysis BH-1 the injection well has a poor connectivity with BH-2 and BH-3, whereas a good with BH-4 and BH-5. In order to analyse the hydraulic connectivity between BH-1 and BH-5, in particular, a conspicuous groundwater outflux in the depth of 12 m and influx in the depth of 65 m and 70 m, but partly in/outflux occurred in other depths in BH-5 were observed as pumping from BH-1. On the other hand, when pumping from BH-5 the strong outflux in the depths of 17 m and 70 m was occurred. The spatial connectivity between the boreholes was examined in the depth of 15 m, 67 m, and 71 m in BH-1 as well as in the depth of 15 m, 17 m, 22 m, 72 m, and 83 m in BH-5.

대전 유성지역 심부단열대의 연결성 확인

  • 박경우;배대석;김경수;조성일
    • 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.

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Applicability of Well Logging Data to Geologic Survey in the Keoje-do Area (거제도지역 지질조사에 대한 물리검층의 적용성)

  • Park, Sam Gyu;Kim, Hee Joon
    • Economic and Environmental Geology
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    • v.27 no.3
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    • pp.289-294
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    • 1994
  • This paper describes an effective utilization method of well logging data and boring cores for understanding the geology of Keoje-do area. Six holes were drilled in 1988-1989, and all rock cores were recovered. Nevertheless, seven kinds of logs were carried out in each borehole. The geologic situations of the drilling sites are accurately evaluated from a comparison between core descriptions and well logging data. Porosities and clay contents of sedimentary rocks can be calculated using the data of density and gamma-ray logs. Fractured zones are easily detected from the change in inside diameter of borehole by caliper log. Sonic, density and gamma-ray logging data clearly indicate alternated and dyke zones; the former can be detceted from an acoustic wave attenuation and a decline of compaction by sonic and density logs, the latter can be detected from the amount of potassium contents of bed rock and dyke by gamma-ray log.

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시추공 유속측정기(Borehole Flowmeter)를 이용한 암반의 구간별 수리전도도 산정

  • 구민호;차장환;이주형;박창희;정복선
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2001.04a
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    • pp.93-97
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    • 2001
  • 시추공의 구간별 수리전도를 추정하는 방법으로는 수압시험(packer test)이 많이 이용되는데 최근에는 유속측정기(flowmeter)를 이용한 시추공 검층법이 개발되어 활발한 연구가 진행 중이다. 본 연구에서는 열원(heat-pulse) 공급 방식의 유속측정기를 이용하여 공주대학 교내에 설치된 시추공에서 자연 유속(ambient flow) 및 양수 유발 유속(pump-induced flow)을 측정하였으며, 자료를 분석하여 수리전도도의 수직적인 분포를 산정하였다. 분석 결과는 수압시험에 의해 산정된 수리전도도의 분포와 잘 일치하였으며, BIPS에 의해 촬영된 시추공 영상 자료와 비교함으로써 지하수 유동과 관련된 투수성 단열(conductive fracture) 들의 수직적인 위치를 정확하게 파악할 수 있었다. 분석 결과는 암반 대수층 내에 발달된 단열망(fracture network)에 대한 3차원적인 정보를 제공할 수 있으며, 이는 효과적인 지하수 모니터링, 모델링, 및 정화 설계(remedial design)에 필요한 기초 자료로 활용될 수 있을 것으로 기대된다.

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Development of a CAVE type Virtual Reality System for 3-D Spatial Data Visualization (3차원 공간 자료 시각화를 위한 CAVE 형 가상현실 시스템 구축)

  • Lee, Kwan-Woo;Lee, Doo-Sung
    • Geophysics and Geophysical Exploration
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    • v.7 no.2
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    • pp.117-120
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    • 2004
  • Immersive virtual reality provides an effective way of visualizing and analyzing various spatial data, such as wireline logs, three-dimensional seismic, and interpreted geologic boundaries, and etc. Although it is a valuable tool for oil and gas exploration, its usage has been limited to a specific area because of its high development costs. This paper describes the development of an immersive virtual reality system, known as CAVE (Cave Automatic Virtual Environment) that maximizes immersiveness with reasonable prices by using general purpose PC and projectors.

Quantitative Analysis of Coal Logging Data (석탄층 검층자료의 정량적 해석법 연구)

  • Kwon, Byung Doo;Son, Se Jo;Son, Jeong Woo
    • Economic and Environmental Geology
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    • v.21 no.1
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    • pp.85-96
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    • 1988
  • Geophysical well logging at various coal fields were carried out to study the characteristic response of domestic coal seams. Also a computer program is developed for quantitative analysis of coal logging data. Most coal seams penetrated by the drill holes, where the well logging were carried out, showed poor thickness and quality, and were severely altered. Therefore, majority of log data are inadequate for detailed quantitative analysis. The logs show, however, typical characteristics with related to coal seams, but interpretation should be made with caution because certain log response of demestic coals, mostly anthracite, are quite different to those of foreign coals, mostly bituminous. The developed comuter program has been proved as an effective one for identification of coal seams and lithology anslysis, and is expected to be succesfully used for coal quality analysis in cases of more diversified log data of good quality being obtained.

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The status of Gashydrate Drilling Campaign 2007 in Korea (가스하이드레이트 시추 현황)

  • Kim, Il-Soo;Park, Keun-Pil
    • 한국신재생에너지학회:학술대회논문집
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    • 2007.11a
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    • pp.557-559
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    • 2007
  • 정부는 2005년부터 가스하이드레이트 개발사업단을 발족시켜 국내의 가스하이드레이트 부존 형태와 매장량 평가를 위해 노력하고 있다. 2005년 2차원 정밀 물리탐사, 심해 퇴적물 채취 및 다각적 분석연구사업이 수행되었고, 2006년도에는 3차원 물리탐사, 개발기술을 위한 연구 및 지질재해${\cdot}$안정성 연구 등이 수행되었다. 또한 2007년 상반기에 동해 지역에서 해저면 표면에서 피스톤 코어를 이용하여 실물 샘플을 채취하는 데 성공하였다. 기존에 취득된 다양한 자료를 면밀히 분석하고 해석한 결과를 바탕으로 2007년도 하반기에 시추를 진행 중에 있다. 시추를 통하여 동해지역의 가스하이드레이트의 부존 형태 파악 및 추정 매장량을 산출할 수 있는 좋은 결과가 취득될 것으로 기대하고 있다. 시추는 다양한 검층 및 압력코어 시스템을 포함한 코어채취가 수행되고 있다. 취득된 시추 결과를 이용하여 사업단은 가스하이드레이트 개발을 위한 보다 나은 결과를 도출한 것이며 이를 통해 미래 에너지원의 확보 및 자원 강국으로 가는 초석을 마련하게 될 것으로 기대한다.

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균열암반 물리검층 자료의 수리지질특성에 대한 다변량 통계분석

  • 고경석;황세호;이진수;김용제;김태희
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2004.09a
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    • pp.373-376
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    • 2004
  • To investigate the vertical petrological and hydrological characteristics of fractured rock, geophysical and chemical logging were executed at 5 boreholes installed in the study area. The geophysical and hydrochemical logging data were analysed by using principal components analysis (PCA). Three main variables from PCA explained 86.4% of total variance of geophysical log data. The PCA results showed that PCl is closely related to groundwater properties and PC2 and PC3 are influenced by rock and fracture properties. Hydrochemical analysis indicated the presence of highly fractrued zone at the depth of 60m.

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A Survey of Floating Silt-Clay Thickness using Dual Frequency Echo Sounder (이중 주파수 에코사운더를 이용한 부니층 두께 조사)

  • Ha, Hee-Sang;Park, Hyeong-Keun;Kim, Yeon-Jun;Yang, In-Tae
    • Journal of the Korean Association of Geographic Information Studies
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    • v.10 no.4
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    • pp.14-21
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    • 2007
  • In general bathymetric surveying is the method which gets depth. The water depth on chart is generally measured by a 200Khz frequency echo-sounder. In this study the thickness of the floating silt-clay was measured by a duel frequency sounder using 33Khz and 200Khz. This study shows the method of measuring the volume of the floating silt-clay in dredged basins dredged basin. After this surveying RI test was performed for verifying the existence of the silt-clay.

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