Journal of Soil and Groundwater Environment (한국지하수토양환경학회지:지하수토양환경)

Korean Society of Soil and Groundwater Environment (한국지하수토양환경학회)
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Three-Dimensional Numerical Simulation of Impacts of Fault Existence on Groundwater Flow and Salt Transport in a Coastal Aquifer, Buan, Korea

한국 부안 지역 해안 대수층 내의 지하수 유동 및 염분 이동에 대한 단층 존재의 영향 삼차원 수치 모의

  • Park, Ju-Hyun (School of Earth and Environmental Sciences, Seoul National University) ;
  • Kihm, Jung-Hwi (School of Earth and Environmental Sciences, Seoul National University) ;
  • Kim, Han-Tae (Department of Water Resources Research, Korea Institute of Construction Technology) ;
  • Kim, Jun-Mo (School of Earth and Environmental Sciences, Seoul National University)
  • 박주현 (서울대학교 지구환경과학부) ;
  • 김중휘 (서울대학교 지구환경과학부) ;
  • 김한태 (한국건설기술연구원 수자원연구부) ;
  • 김준모 (서울대학교 지구환경과학부)
  • Published : 2008.10.31
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Abstract

A series of three-dimensional numerical simulations using a generalized multidimensional hydrodynamic dispersion numerical model is performed to simulate effectively and to evaluate quantitatively impacts of fault existence on densitydependent groundwater flow and salt transport in coastal aquifer systems. A series of steady-state numerical simulations with calibration is performed first for an actual coastal aquifer system which contains a major fault. A series of steadystate numerical simulations is then performed for a corresponding coastal aquifer system which does not have such a major fault. Finally, the results of both numerical simulations are compared with each other and analyzed. The results of the numerical simulations show that the major fault produces hydrogeologically significant heterogeneity and true anisotropy in the actual coastal aquifer system, and density-dependent groundwater flow, salt transport, and seawater intrusion patterns in the coastal aquifer systems are intensively and extensively dependent upon the existence or absence of such a major fault. Especially, the major fault may act as a pathway for groundwater flow and salt transport along the direction parallel to its plane, while it may also behave as a barrier against groundwater flow and salt transport along the direction perpendicular to its plane.

해안 대수층 내의 밀도 의존적 지하수 유동 및 염분 이동에 대한 단층 존재의 영향을 효과적으로 모사하고 정량적으로 평가하기 위하여 하나의 범용 다차원 수리동역학적 분산 수치 모델을 이용한 일련의 삼차원 수치 모델링이 수행되었다. 먼저 단층이 존재하는 실제 해안 대수층에 대해 보정을 병행한 일련의 정상 상태 수치 모델링을 수행한 다음에 이러한 단층이 존재하지 않는 해안 대수층에 대해 일련의 정상 상태 수치 모델링을 수행하여 그 결과를 서로 비교 분석하였다. 수치 모델링 결과는 단층이 실제 해안 대수층 내에 수리지질학적으로 중대한 불균질성과 진이방성을 야기시키며, 해안 대수층 내의 밀도 의존적 지하수 유동 및 염분 이동 그리고 해수 침투 양상이 이러한 단층의 존재 여부에 크게 그리고 광범위하게 좌우됨을 보여준다. 특히 단층은 단층면과 평행한 방향으로는 지하수 유동과 염분 이동에 대해서 통로로 작용하지만, 단층면과 수직한 방향으로는 지하수 유동과 염분 이동에 대해서 방벽으로 작용하는 것으로 해석된다.

Keywords

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