• 제목/요약/키워드: hydrogeological properties

검색결과 42건 처리시간 0.027초

SWAT-MODFLOW를 이용한 영덕 오십천의 지하댐 타당성 연구 (Feasibility Study of a Groundwater Dam in Osibcheon, using SWAT-MODFLOW)

  • 김종태;정일문;김남원;정교철
    • 지질공학
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    • 제21권2호
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    • pp.179-186
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    • 2011
  • 지표수와 지하수의 연계 해석은 지하수 이용에 의한 문제들을 최소화 시킬 수 있다. 본 연구에서는 지하댐 건설 예정지인 경상북도 영덕군 오십천 유역의 현장조사 및 지하수위 분석을 실시하였으며 지표수 및 지하수 연계해석 모형인 SWAT-MODFLOW를 이용하여 지하댐의 지하수위 변화에 대해 해석하였다. 또한 지하댐 건설을 위한 현황분석을 실시하였으며 지하댐 상부에서 양수를 하였을 경우 지하수위 변화를 분석하여 연구지역의 한국형 지하댐 건설에 대한 타당성을 평가하였다.

Assessment of seawater intrusion using geophysical well logging and electrical soundings in a coastal aquifer, Youngkwang-gun, Korea

  • Hwang Seho;Shin Jehyun;Park Inhwa;Lee Sangkyu
    • 지구물리와물리탐사
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    • 제7권1호
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    • pp.99-104
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    • 2004
  • A combination of drilling, geophysical well logging, and electrical soundings was performed to evaluate seawater intrusion in Baeksu-eup, Youngkwang-gun, Korea. The survey area extends for over 24 $km^2$. To delineate the extent of seawater intrusion, 60 vertical electrical soundings (VES) have been carried out. Twelve wells were also drilled for the collection of hydrogeological, geochemical, and geophysical well logging data, to delineate the degree and vertical extent of seawater intrusion. To map the spatial distribution of seawater in this coastal aquifer, geophysical data and hydrogeochemical results were used, and the relation between the resistivity of groundwater and equivalent NaCl concentration was found. Layer parameters derived from VES data, various in-situ physical properties from geophysical well logging, and the estimated equivalent NaCl concentration were very useful for quantitative evaluation of seawater intrusion. Our approach for evaluating seawater intrusion can be considered a valuable attempt at enhancing the use of geophysical data.

시계열분석과 요인분석에 의한 결정질 암반의 지하수 유동 평가 (Evaluation of Goundwater Flow Pattern at the Site of Crystalline Rock using Time Series and Factor Analyses)

  • 이정환;정해룡;윤시태;김지연;조성일
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제19권4호
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    • pp.12-22
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    • 2014
  • This study evaluated the pattern of groundwater fluctuation in cyrstalline rock using time series and factor analyses. From the results, groundwater level for the 18 wells was classified into 4 types reflecting the hydrogeological properties and rainfall event. Type 1 (DB1-5, DB1-6, DB2-2, KB-10, KB-13) was significantly influenced by groundwater flow through water-conducting features, whereas type 2 (DB1-3, DB1-7, KB-1~KB-3, KB-7, KB-11, KB-14, KB-15) was affected by minor fracture network as well as rainfall event. Type 3 (DB1-1, DB1-2) was mainly influenced by surface infiltration of rainfall event. Type 4 (DB1-8, KB-9) was reflected by the irregular variation of groundwater level caused by anisotropy and heterogeneity of crystalline rock.

광대역유도분극 탐사에 기초한 유체투과도 예측기법들 (Techniques to Estimate Permeability Based on Spectral Induced Polarization Survey)

  • 김빛나래;조아현;;남명진
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제25권2_spc호
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    • pp.55-69
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    • 2020
  • Permeability-analyzing methods commonly involve small-scale drilling, such as pumping or slug test, but it is difficult to identify overall distribution of permeability of the entire target sites due to high cost and time requirement. Spectral induced polarization (SIP) method is known to be capable of providing distributions of both the porosity and the pore size, the two major parameters determining permeability of the porous medium. The relationship between SIP variables and permeability has been studied to identify the hydrological characteristics of target sites. Kozeny-Carman formula has been improved through many experiments to better predict fluid permeability with electrical properties. In this work, the permeability prediction techniques based on SIP data were presented in accordance with the hydrogeological and electrical characteristics of a porous medium. Following the summary of the techniques, various models and related laboratory experiments were analyzed and examined. In addition, the field applicability of the prediction model was evaluated by field case analysis.

Preliminary Selection of Safety-Relevant Radionuclides for Long-Term Safety Assessment of Deep Geological Disposal of Spent Nuclear Fuel in South Korea

  • Kyu Jung Choi;Shin Sung Oh;Ser Gi Hong
    • 방사성폐기물학회지
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    • 제21권4호
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    • pp.451-463
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    • 2023
  • With South Korea increasingly focusing on nuclear energy, the management of spent nuclear fuel has attracted considerable attention in South Korea. This study established a novel procedure for selecting safety-relevant radionuclides for long-term safety assessments of a deep geological repository in South Korea. Statistical evaluations were performed to identify the design basis reference spent nuclear fuels and evaluate the source term for up to one million years. Safety-relevant radionuclides were determined based on the half-life criteria, the projected activities for the design basis reference spent nuclear fuel, and the annual limit of ingestion set by the Nuclear Safety and Security Commission Notification No. 2019-10 without considering their chemical and hydrogeological properties. The proposed process was used to select 56 radionuclides, comprising 27 fission and activation products and 29 actinide nuclides. This study explains first the determination of the design basis reference spent nuclear fuels, followed by a comprehensive discussion on the selection criteria and methodology for safety-relevant radionuclides.

투수시험과 지하수 모니터링을 통한 매립층의 배수불량 원인 분석 (Analysis about Fill Deposit Poor Drainage through Permeability Test and Groundwater Monitoring)

  • 정희석;이강일;김준석
    • 한국재난정보학회 논문집
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    • 제14권2호
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    • pp.165-173
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    • 2018
  • 연구목적 : 유적지와 같은 지역은 과거 산으로 둘러 쌓인 구릉지 등에 분포할 경우 강우시 매립층에 분포하는 흙은 투수능력이 떨어져 물이 원활히 배수되지 못하고 표층부의 함수비가 증가하여 지반의 질퍽임 현상이 많이 나타나고 있다. 본 연구는 강우시 배수가 불량하여 유적지에 분포하는 문화재의 기초 뿐만 아니라 상부구조물에도 큰 영향이 예상되어 배수불량의 원인을 파악하고자 하였다. 연구방법 : 현장에서 각종 지반조사 및 현장투수시험 그리고 지하수 모니터링을 통해 그 상관성을 분석하여 매립층의 배수에 대한 불량 원인을 파악하였다. 연구결과 : 본 연구결과 배수불량 원인은 부지내 지하수위가 매우 얕은 심도에 형성되어 있으며, 지표부 및 매립층의 토질은 투수성이 불량한 상태로 강우시 지하로 지표수가 침투되기에는 매우 부적합한 수리지질학적 여건임을 확인할 수 있었다.

부산직할시 영도지역의 정호간 지하수 간섭에 관한 수리지질 특성 연구 (A Study of Hydrogeological Properties Concerning to Groundwater Interference between Wells in the Yeongdo Island, Pusan, Korea)

  • 김항묵
    • 기술사
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    • 제27권6호
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    • pp.72-84
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    • 1994
  • This is about an environmental study of groundwater interference by hydrodynamic dispersion between the well A and well C in Dongsam-dong, the Yeongdo Island, Pusan, Korea. The groundwater in the study wells come from the fracture zones deeply seated in welded lapilli rhyodacitic tuff of the Late Cretaceous Yucheon Group. The boring depth at the well A is 190 meters, and the optimal pumping rate of the well A is about 100 cubic meters per day therein. The fractured aquifers in impermeable welded tuff show the conjugate fracturing type and are of anisotropic. The aquifers along two fracture zones in the well A are 80 and 100 meters in depth, respectively. It is not suggested that those fractured aquifers are simply connected between the well A and C. The sea level fluctuation by ebb and high tides in a day is not effective to the groundwater table in the well A. The pumping for 15 days at the well A doesn't give rise to any changes of the groundwater levels in the neighbor well C. The radius of influence of the well A is measured as less than 200 meters. The measuring electric conductivity for the test of salt tracer doesn't testify any relationship between the well A and the well C. There is the main difference between the well A and the well C on the basis of the water analysis of those wells. the well A is located in the high content zone of salt much over the standard value for drinking, whereas the other wells B. C. D are in the low content area of salt below the standard value. It is elucidated for the high content zone of salt in Yeongdo around the well A to have been uplifted over 20 meters.

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1930년대 평양지역의 수리지질 특성 (Hydrogeological Characteristics of the Pyeongyang Area in the 1930s)

  • 오윤영;함세영;이충모;;김규범;김문수
    • 지질공학
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    • 제24권4호
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    • pp.583-595
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    • 2014
  • 본 연구에서는 1930년대 평양 대동강 유역의 남측(탄산염지역)과 북측(비탄산염지역)의 지하수와 지표수의 수질(pH, CaO, Fe, $HCO{_3}^-$, $SO{_4}^{2-}$)을 비교 하였다. 그 결과 남측이 북측에 비해 pH 와 $SO{_4}^{2-}$ 의 농도는 높았고 $HCO{_3}^-$와 Fe의 농도는 낮게 나타났다. 이는 점토층 유기물의 산화에 의해 발생한 수소가 무기염류의 금속이온을 치환하여 산을 형성하는 반응에 그 원인이 있는 것으로 판단된다.

Technical Approaches for Assessment of Ground Water Contamination with TCE in an Industrial Area

  • Jeon, Kweonho;Yu, Soonyoung;Jeong, Jangsik;Son, Yanglae
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2003년도 International Symposium
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    • pp.70-86
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    • 2003
  • Despite its usability, TCE has been managed as a hazardous material due to the toxicity and many contamination cases were surveyed in some developed countries. U.S.EPA(Kram et al., 2001) suggested DNAPL characterization methods and approaches based on survey experiences at several sites. However, Korea has not the least assessment of contamination and trial of remediation, although there are a lot of doubtable areas where ground water would be contaminated with TCE. In this study, we try to assess the volume and extent of ground water contamination with TCE and delineate the contamination source zones in an industrial area. Ground water in this area flows through fractures and the contaminant TCE has the properties of high volatility, high density and low partitioning to soil material. Thus, we applied a variety of technical approaches to identify the contamination status; documentary, hydrogeochemical, hydrogeological and geological surveys. In addition, additional survey was performed based on the interim findings, which showed that ground water contamination was limited to the relatively small area with high concentrations to the deep place. The contamination source zone is estimated to be the asphalt test institute where a great deal of TCE has been used to analyze the amount of asphalt soluble in TCE since 1984. Based on the contamination characterization and a myriad of documents about ground water remediation, appropriate site remediation management options will be recommended later. This study is now under way and this paper was focused on describing the technical approaches used to achieve the goals of this study.

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3차원 이산 균열망 모형을 이용한 단층지역의 기하학적 특성에 따른 흐름 변화에 관한 연구 (A Study on Flow Variation with Geometrical Characteristics of Fault Zones Using Three-dimensional Discrete Fracture Network)

  • 정우창
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2016년도 학술발표회
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    • pp.326-326
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    • 2016
  • 단층은 지질학적 관점에서 국부적인 지구구조응력(tectonic stress)이 암반 내에 존재하는 어떤 면을 따라 파괴 분기값을 초과하는 경우에 발생하는 매우 큰 공간적 변이에 의한 파괴 면으로 정의된다. 이러한 단층의 수문지질학적 특성은 단층의 공간적인 분포와 간극의 연결성에 따라 변화된다. 단층의 형성이 단층 내의 간극의 생성과 파괴를 이끄는 과정이 포함될 때 단층을 따라 발생되는 변이와 간극의 변화 사이에 복잡한 관계가 존재한다. 본 연구에서는 단층의 기하학적 특성에 따라 변화되는 흐름 변화를 3차원 이산 균열망 모형을 통해 모의 및 분석을 수행하였다. 단층의 기하학적 특성에 대해 3가지 경우를 고려하였다. 첫 번째는 영역 중심에 위치한 폭이 매우 좁고 상대적으로 주위 암반보다 매우 높은 투수성을 가진 단층, 두 번째는 단층 주변에 손상지역(damaged zone)이 존재하는 경우 그리고 세 번째는 relay 구조를 가진 단층이다.

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