• 제목/요약/키워드: Aquifer

검색결과 749건 처리시간 0.023초

수자원(水資源) 오염 특성에 의한 불량매립지(不良埋立地) 예비평가모형(豫備評價模型) 정립 (Establishment of Landfill Site Preliminary Assessment Model Based on Contamination Characteristics of Water Resources)

  • 홍상표;김정욱
    • 환경영향평가
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    • 제4권1호
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    • pp.17-23
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    • 1995
  • To assess preliminarily the contamination potential of water resources including groundwater owing to the hydrogeological characteristics of landfill site and the potential impact to humans and animals through contamination of water resources by leachate, "Landfill Site Preliminary Assessment Model(LASPAS)" was contrived. LASPAS could help them proritization of remediation of landfil sites by the convenient and relatively simple evaluation method of landfill site features. LASPAS was designd to aliot numerical ratings to landfill site related factors undermentioned; 1) hydrogeological factors such as hydraulic conductivity of aquifer, thickness of confining layer over aquifer, topographical slope, net recharge, and subsurface containment 2) water resources contamination factors of impacts on receptors such as proximity to drinking water supply, substitutability of drinking water supply, type of use of water resources, known impact on drinking water supply, and flood potential.

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대수층-하천 연결 시스템에서 분산오염원에 의한 지하수유출 수질 모델링 (Groundwater Outflow Quality Modeling for Nonpoint Source Contaminants in the Stream-Aquifer Setting)

  • 이도훈
    • 대한지하수환경학회지
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    • 제2권1호
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    • pp.9-13
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    • 1995
  • 대수층과 하천이 상호 연결된 시스템에서 분산오염원이 대수층에 유입될 때, 이송·분산 방정식의 Monte Carlo 수치실험을 이용하여 수리전도도 및 분산오염원 농도의 공간변화가 지하수유출 농도의 시간 변화에 미치는 영향을 평가하였다. 그리고 공간 분포모형과 공간 적분모형의 비교·분석을 통하여, 모형구 조가 간단한 공간 적분모형의 분산오염원 문제에 대한 적용 가능성을 검토하였다.

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Sources and Behaviors of Nitrate and Sulfate in Riverside Alluvial Aquifer

  • Choi Byoung-Young;Yun Seong-Taek;Kim Kyoung-Ho;Kim Kang-Joo
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2005년도 INTERNATIONAL SYMPOSIUM ON SOIL & GROUNDWATER ENVIRONMENT
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    • pp.271-273
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    • 2005
  • The ${\delta}^{15}N\;and\;{\delta}^{15}O$ data of nitrate indicates the sources of nitrate in oxic groundwater as a mixture of ammonia or urea-containing fertilizer and manure. The ${\delta}^{34}S_{sulfate}$ values indicate that sulfate Is mainly originated from fertilizers and soil S. In sub-oxic groundwater, the increased ${\delta}^{34}S_{sulfate}$ values evidently indicate that sulfate is gradually removed by microbial mediated sulfate reduction. However, iron reduction does not occur In this study area. Such a reversed redox sequence may occur In the presence of stable iron oxides such as hematite and goethite in alluvlal aquifer.

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TOUGH2를 이용한 폐쇄형 지열펌프 시스템의 3차원 모델링 연구 (3 Dimensional Numerical Simulation for the Closed Loop Heat Pump System Using TOUGH2)

  • 김성균;배광옥;이강근
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2006년도 추계학술대회
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    • pp.36-39
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    • 2006
  • To evaluate the effect of groundwater flow on the outlet temperature of a geothermal heat pump, 3 dimensional numerical simulations are performed considering both groundwater flow and pipe flow in the U-tube using TOUGHS, The present study involved the following 4 simulation cases (1) no groundwater flow, (2) slow groundwater flow (hydraulic conductivity: $1.0{\times}10^{-9}m/s)$, (3) fast groundwater flow (hydraulic conductivity, $1.0{\times}10^{-7}m/s$), and (4) groundwater flow varying with the depth (hydraulic conductivity: $1.0{\times}10^{-7}-1.0{\times}10^{-10}m/s$). The effect of groundwater flow on the outlet temperature is significant where hydraulic conductivity of aquifer is $1.0{\times}10^{-7}m/s$. Where hydraulic conductivity of aquifer is $1.0{\times}10^{-10}m/s$, however, that effect is negligible.

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ESTIMATION OF NET GROUND WATER RECHARGE IN LARGE AQUIFER SYSTEMS BY GENETIC ALGORITHM: A CASE STUDY

  • K. Lakshmi Prasad;A. K. Rastogi
    • Water Engineering Research
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    • 제2권3호
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    • pp.161-169
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    • 2001
  • Present study deals with the development of a numerical model for the estimation of net annual recharge by coupling the Galerkin's finite element flow simulationl model with the Gauss-Newton-Marquardt optimization technique. The developed coupled numerical model is applied for estimating net annual recharge for Mahi Right Bank Canal (MRBC) project the norms of Groundwater Resources Estimation committee (1984, 1997) and Indian Agricultural research Institute(1983). It is observed that the estimated net recharge by inverse modeling is closer to the net recharge estimated using the water balance approach. Further it is observed that the computed head distribution from the estimated recharge agree closely with the observed head distribution. The study concludes that the developed model for inverse modeling can be successfully applied to large groundwater system involving regional aquifers where reliable recharge estimation always requires considerable time and financial resources.

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누수성 프락탈 대수층내의 일정 또는 다단계 양수시험의 민감성 분석에 의한 수리상수 결정 (Hydraulic Parameter Evaluation by Sensitivity Analysis of Constant and Variable Rate Pump Test in Leaky Fractal Aquifer)

  • 함세영
    • 지질공학
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    • 제4권3호
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    • pp.311-319
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    • 1994
  • 본 논문은 누수를 포함하는 프락탈 대수층의 수리상수의 최적값을 구하기 위한 민감성 분석에 대한 것이다. 민감성 분석은 최소자승법을 이용한다. 민감성 분석에 의하여 수리상수(일반화 투수량계수와 일반화 저유계수)는 여러가지 흐름의 차원과 여러 값의 누수계수에 대해서 쉽게 결정될 수 있다. 아울러, 민감성, 분석은 다수의 양수정의 다단계 양수에도 적용되었다. 민감성 분석을 이용한 프락탈 대수층의 수리상수 산출을 위하여 컴퓨터 프로그램이 개발되었다.

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균열 스킨을 포함하거나 포함하지 않는 균열 대수층내 지하수 유동에 관한 비정상류의 이중공극 프락탈 모델 (Nonstationary Dual-Porosity Fractal Model of Groundwater Flow in Fractured Aquifers with or without Fracture Skin)

  • 함세영
    • 지질공학
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    • 제4권3호
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    • pp.283-295
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    • 1994
  • 새로운 비정상류 이중공극 프락탈 모델이 소개되었다. 이 모델은 프락탈대수층내에서 블록으로부터 균열로 향하는 비정상류 및 블록과 균열간의 스킨을 모식화한 것이다. 이 모델은 또한 양수정의 우물저장과 우물손실효과를 포함한다. 이 모델에 의해서 여러가지 흐름의 차원과 여러가지 값의 수리상수에 대한 표준곡선들이 만들어졌다. 이 모델은 균열 대수층의 야외 자료에 적용되었다.

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다층 지반의 2차원 압밀 수치해석 II (2-D Consolidation Numerical Analysis of Multi_Layered Soils (II))

  • 류권일;김팔규;구기욱;남상규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.665-672
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    • 2000
  • The problems of discontinuous layer interface are very important in the algorithm and programming for the analysis of multi-layered consolidation using a numerical analysis, finite difference method(F.D,M.). Better results can be obtained by the process for discontinuous layer interface, since it can help consolidation analysis to model the actual ground Explicit method is simple for analysis algorithm and convenient for use except for applying the operator Crank-Nicolson method represents implicit method, which have different analysis method according to weighting factor. This method uses different algorithm according to dimension. And, this paper uses alternative direction implicit method. The purpose of this paper provides an efficient computer algorithm based on numerical analysis using finite difference method which account for multi-layered soils with confined aquifer to determine the degree of consolidation and excess pore pressures relative to time and positions more realistically.

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Hydrochemistry of an alluvial aquifer in the Cheonan area: role of the pyrite oxidation on denitrification

  • Kim, Kyoung-Ho;Yun, Seong-Taek;Chae, Gi-Tak;Heo, Chul-Ho;Kim, Hyoung-Soo;Rhee, Chul-Woo;Kim, Kangjoo
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 추계학술발표회
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    • pp.287-290
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    • 2002
  • To examine the denitrification process in an alluvial aquifer in the Cheonan site, hydrological and hydrogeochemical studies were carried out. Elevated levels of NO$_3$ (maximum 77.6 mg/L) were observed in shallow groundwaters of the area, as a result of poultry and agricultural activity. However, the nitrate concentrations were found to be consistently attenuated down to very low levels (<1.0 mg/L). The abrupt removal of nitrate coincided with the pattern of redox change and indicated that denitrification is the most plausible process. The hydrochemistry and mass balance approach using geochemical modeling (phreeqc 2.0) and redox chemistry indicated that chemo-autotrophic denitrification via pyrite oxidation is the key Process to control the nitrate attenuation in the study area.

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