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NTIS 바로가기지하수토양환경 = Journal of soil and groundwater environment, v.13 no.5, 2008년, pp.33 - 46
박주현 (서울대학교 지구환경과학부) , 김중휘 (서울대학교 지구환경과학부) , 김한태 (한국건설기술연구원 수자원연구부) , 김준모 (서울대학교 지구환경과학부)
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 s...
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핵심어 | 질문 | 논문에서 추출한 답변 |
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해수 침투의 일차적인 원인은 무엇인가? | , 1999; Cheng and Ouazar, 2004). 이러한 해수 침투의 일차적인 원인은 해수와 지하수의 밀도 차이이며, 조석, 지하수 양수 및 지하 공간 개발 등에 의해서 그 양상이 심화되고 광범위해지게 된다. 이러한 해수 침투 현상은 해안 지하수 자원 고갈 (depletion) 및 염수화(salinization)의 직접적인 원인이 되고 있다. | |
해수 침투는 무엇인가? | 해안 지역에서 염수인 해수가 담수인 지하수가 분포하는 대수층 내로 침투하는 현상을 해수 침투(seawater intrusion, SWI)라고 한다(Bear et al., 1999; Cheng and Ouazar, 2004). | |
경계면 모델(sharp interface model)과 수리동역학적 분산 모델의 특징은 무엇인가? | 해안 대수층 내에서의 해수 침투 현상을 모사하는데 이용되는 수치 모델은 크게 경계면 모델(sharp interface model)과 수리동역학적 분산 모델(hydrodynamic dispersion model)로 구분된다. 경계면 모델은 염수와 담수가 혼합되는 전이대(transition zone) 또는 분산대(dispersion zone) 를 두께가 없는 하나의 면으로 가정하여 해석하는 방법으로 비교적 간단하지만, 해수 침투의 시간적 및 공간적 양상을 정확하게 모사하지는 못한다. 한편 수리동역학적 분산 모델은 이러한 전이대를 물리적으로 좀 더 현실적으로 정확하게 모사할 수는 있지만, 모델을 구현하는 것이 경계면 모델에 비하여 어렵고 복잡하다. 국외에서는 1960년대부터 현재까지 해수 침투에 대한 다양한 수치 모델링 연구가 진행되어 오고 있다(Henry, 1964; Pinder and Cooper, 1970; Segol et al. |
국립지리원, 1981a, 격포 1:25,000 연안해역기본도, 도엽번호 NI52-1-09-4
국립지리원, 1981b, 비안도 1:25,000 연안해역기본도, 도엽번호 NI52-1-09-2
국립지리원, 1997a, 부안 1:5,000 수치지형도, 도엽번호 35607041/51
국립지리원, 1997b, 위도 1:5,000 수치지형도, 도엽번호 35606049/50/59/60
농업기반공사, 2004, 부안군 농촌지하수관리사업 보고서, 181 p
농업기반공사, 2005, 2005 해수침투조사 사업 보고서, 461 p
송성호, 이규상, 용환호, 김진성, 성백욱, 우명하, 2005, 지구통계분석을 이용한 해수침투지역에서의 전기비저항탐사 자료 해석, 제2회 한국물리탐사학회. 대한지구물리학회 공동학술대회 논문집, 한국지질자원연구원, p. 59-64
심병완, 정상용, 2003, SHARP 모델을 이용한 해안 대수층의 해수침투 경계면 추정, 지하수토양환경, 8(1), 68-74
한국기상청, 1971-2000, 군산 기상관측소 기후자료, http://www.kma.go.kr
Anderson, M.P., 1979, Using models to simulate the movement of contaminants through groundwater flow systems, Critical Reviews in Environmental Control, 9(2), 97-156
Bear, J., 1972, Dynamics of Fluids in Porous Media, American Elsevier Publishing Company, New York, 764 p.
Bear, J., Cheng, A.H.D., Sorek. S., Ouaza, D., and Herrera, I. (eds.), 1999, Seawater Intrusion in Coastal Aquifers - Concepts, Methods and Practices, Kluwer Academic Publishers, Dordrecht, Netherlands, 625 p.
Carsel, R.F. and Parrish, R.S., 1988, Developing joint probability distributions of soil water retention characteristics, Water Resources Research, 24(5), 755-769
Cheng, A.H.D. and Ouazar, D. (eds.), 2004, Coastal Aquifer Management: Monitoring, Modeling, and Case Studies, Lewis Publishers, Boca Raton, Florida, 280 p.
Domenico, P.A. and Schwartz, F.W., 1990, Physical and Chemical Hydrogeology, John Wiley and Sons, New York, 824 p.
Essaid, H.I., 1990, A multilayered sharp interface model of coupled freshwater and saltwater flow in coastal systems: Model development and application, Water Resources Research, 26(7), 1431-1454
Fetter, C.W., 1994, Applied Hydrogeology, third edition, Prentice-Hall, Upper Saddle River, New Jersey, 691 p.
Freeze, R.A. and Cherry, J.A., 1979, Groundwater, Prentice Hall, Englewood Cliffs, New Jersey, 604 p.
Frind, E.O., 1982, Simulation of long-term transient density-dependent transport in groundwater, Advances in Water Resources, 5(2), 73-88
Galeati, G., Gambolati, G., and Neuman, S.P., 1992, Coupled and partially coupled Eulerian-Lagrangian model of freshwaterseawater mixing, Water Resources Research, 28(1), 149-165
Henry, H.R., 1964, Effects of dispersion on salt encroachment in coastal aquifers, In: H.H. Cooper, Jr., F.A. Kohout, H.R. Henry, and R.E. Glover (eds.), Sea Water in Coastal Aquifers, Water-Supply Paper, No. 1613-C, United States Geological Survey, p. C70-C82
Huyakorn, P.S., Andersen, P.F., Mercer, J.W., and White, Jr., H.O., 1987, Saltwater intrusion in aquifers: Development and testing of a three-dimensional finite element model, Water Resources Research, 23(2), 293-312
Hwang, S., Shin, J., Park, I., and Lee, S., 2004, Assessment of seawater intrusion using geophysical well logging and electrical soundings in a coastal aquifer, Youngkwang-gun, Korea, Exploration Geophysics, 35(1), 99-104
Jeen, S.W., Kim, J.M., Ko, K.S., Yum, B., and Chang, H.W., 2001, Hydrogeochemical characteristics of groundwater in a mid-western coastal aquifer system, Korea, Geosciences Journal, 5(4), 339-348
Kim, J.H., Kim, R.H., Lee, J., and Chang, H.W., 2003, Hydrogeochemical characterization of major factors affecting the quality of shallow groundwater in the coastal area at Kimje in South Korea, Environmental Geology, 44(4), 478-489
Kim, J.M. and Yeh, G.T., 2004, COFAT3D: A Finite Element Model for Fully Coupled Groundwater Flow and Solute Transport in Three-Dimensional Saturated-Unsaturated Porous and Fractured Media, Version 1.0. Technical Report, No. GGEL-2004-12, Geological and Groundwater Engineering Laboratory, School of Earth and Environmental Sciences, Seoul National University, Seoul, Korea, 354 p.
Kim, K., Rajmohan, N., Kim, H.J., Hwang, G.S., and Cho, M.J., 2004, Assessment of groundwater chemistry in a coastal region (Kunsan, Korea) having complex contaminant sources: A Stoichiometric approach, Environmental Geology, 46(6-7), 763-774
Kim, R.H., Kim, J.H., Ryu, J.S., and Chang, H.W., 2006, Salinization properties of a shallow groundwater in a coastal reclaimed area, Yeonggwang, Korea, Environmental Geology, 49(8), 1180-1194
Klotz, D., Seiler, K.P., Moser, H., and Neumaier, F., 1980, Dispersivity and velocity relationship from laboratory and field experiments, Journal of Hydrology, 45(3-4), 169-184
Kontis, A.L., 1999, Simulation of Freshwater-Saltwater Interfaces in the Brooklyn-Queens Aquifer System, Long Island, New York, Water-Resources Investigations Report, No. 98-4067, United States Geological Survey, 26 p.
Lee, J.Y. and Song, S.H., 2007a, Evaluation of groundwater quality in coastal areas: Implications for sustainable agriculture, Environmental Geology, 52(7), 1231-1242
Lee, J.Y. and Song, S.H., 2007b, Groundwater chemistry and ionic ratios in a western coastal aquifer of Buan, Korea: Implication for seawater intrusion, Geosciences Journal, 11(3), 259-270
Li, Y.H. and Gregory, S., 1974, Diffusion of ions in sea water and in deep-sea sediments, Geochimica et Cosmochimica Acta, 38(5), 703-714
Misut, P.E. and Voss, C.I., 2007, Freshwater-saltwater transition zone movement during aquifer storage and recovery cycles in Brooklyn and Queens, New York City, USA, Journal of Hydrology, 337(1-2), 87-103
Neuman, S.P., 1990, Universal scaling of hydraulic conductivities and dispersivities in geologic media, Water Resources Research, 26(8), 1749-1758
Park, S.C., Yun, S.T., Chae, G.T., Yoo, I.S., Shin, K.S., Heo, C.H., and Lee, S.K., 2005, Regional hydrochemical study on salinization of coastal aquifers, western coastal area of South Korea, Journal of Hydrology, 313(3-4), 182-194
Parsons, R.W., 1966, Permeability of idealized fractured rock, Society of Petroleum Engineers Journal, 6(2), 126-136
Pinder, G.F. and Cooper, Jr., H.H., 1970, A numerical techniques for calculating the transient position of the saltwater front, Water Resources Research, 6(3), 875-882
Segol, G., Pinder, G.F., and Gray, W.G., 1975, A Galerkin-finite element technique for calculating the transient position of the saltwater front, Water Resources Research, 11(2), 343-347
Snow, D.T., 1968, Rock fracture spacings, openings, and porosities, Journal of the Soil Mechanics and Foundations Division, Proceedings of the American Society of Civil Engineers, 94(SM1), 73-91
Snow, D.T., 1969, Anisotropic permeability of fractured media, Water Resources Research, 5(6), 1273-1289
Song, S.H., Lee, J.Y., and Park, N., 2007, Use of vertical electrical soundings to delineate seawater intrusion in a coastal area of Byunsan, Korea, Environmental Geology, 52(6), 1207-1219
van Genuchten, M.Th., 1980, A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Science Society of America Journal, 44(5), 892-898
Voss, C.I. and Souza, W.R., 1987, Variable density flow and solute transport simulation of regional aquifers containing a narrow freshwater-saltwater transition zone, Water Resources Research, 23(10), 1851-1866
Yeh, G.T., Cheng, J.R., and Cheng, H.P., 1994, 3DFEMFAT: A 3-Dimensional Finite Element Model of Density-Dependent Flow and Transport through Saturated-Unsaturated Media, Version 2.0, Technical Report, Department of Civil and Environmental Engineering, Pennsylvania State University, University Park, Pennsylvania, USA, 199 p.
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