• Three-Dimensional Numerical Simulation of Impacts of Urbanization on Groundwater Flow and Salt Transport in a Coastal Aquifer, Suyeong-Gu, Busan, Korea
  • Cho, Hyeon-Jo;Kim, Jun-Mo;
  • Department of Civil Engineering and Environmental Sciences, Korea Military Academy;School of Earth and Environmental Sciences, Seoul National University;
  • 한국 부산광역시 수영구 지역 해안 대수층 내의 지하수 유동 및 염분 이동에 대한 도시화의 영향 삼차원 수치 모의
  • 조현조;김준모;
  • 육군사관학교 토목환경학과;서울대학교 지구환경과학부;
References
  • 1. 국립지리원, 2005, 부산 1:5,000 수치지형도, 도엽번호 359130-24/25/26/34/35/36/44/45
  •  
  • 2. 국립해양조사원, 2004, 부산항에서 가덕도 1:50,000 수치해도, 해도번호 202
  •  
  • 3. 김윤영, 이강근, 성익환, 1998, 서울지역 지하수 시스템 조사: 수리적 특성 분석, 지질공학, 8(1), 51-73
  •  
  • 4. 동아대학교, 2008, 345kV 신양산-동부산 4차 전력구공사 지하수유출량 자료, 미출판 자료
  •  
  • 5. 박주현, 김중휘, 김한태, 김준모, 2008, 한국 부안 지역 해안 대수층 내의 지하수 유동 및 염분 이동에 대한 단층 존재의 영향 삼차원 수치 모의, 지하수토양환경, 13(5), 33-46
  •  
  • 6. 박화석, 김중휘, 염병우, 김준모, 2008, 해수 침투에 대한 층상 불균질성 및 지하수 양수 방식의 영향 삼차원 수치 모의, 지하수토양환경, 13(4), 8-21
  •  
  • 7. 부경대학교, 2008, 부산광역시 수영구 양수정 조사 자료, 미출판자료
  •  
  • 8. 부산광역시 상수도 사업본부, 2007, 2007년 부산광역시 상수도 통계연보, p. 142
  •  
  • 9. 부산교통공단, 1991, 부산지하철 2호선 기본설계 시설분야(제3구간) 지질조사보고서, p. 230
  •  
  • 10. 부산교통공단, 1997, 부산지하철 3호선 시설분야 기본설계(미남-수영) 지질조사보고서, p. 347
  •  
  • 11. 부산교통공단, 2004, 부산지하철 3호선 2단계 323공구 토목공사지반조사보고서, p. 345
  •  
  • 12. 부산교통공사, 2008, 부산지하철 지하수 유출량 자료, 미출판 자료
  •  
  • 13. 부산직할시 종합건설본부, 1993, 광안대로건설 기본 및 실시설계 용역 지반조사보고서, p. 317
  •  
  • 14. 오찬성, 김준모, 2008, 경주 중.저준위 방사성 폐기물 처분장 부지에서의 지하수 유동과 염분 및 방사성 핵종 이동 삼차원 수치모의, 지질학회지, 44(4), 489-505
  •  
  • 15. 이진용, 구민호, 2007, 도시화가 지하수에 미치는 영향 및 도시지역 지하수 문제 고찰, 지질학회지, 43(4), 517-528
  •  
  • 16. 이찬구, 최원학, 장천중, 김지영, 이지훈, 1995, 온도변화가 암석의 기본물성과 압렬인장특성에 미치는 영향, 지질공학, 5(1), 21-29
  •  
  • 17. 이희근, 이정인, 양형식, 1983, 우리나라에 분포하는 주요암석류의 역학적 특성연구(제2보), 원자력발전소, 지하철건설지역 등에 분포하는 화산암 및 변성암의 역학적 성질, 대한광산학회지, 20(2), 101-109
  •  
  • 18. 자원개발연구소, 1978, 동래 및 월내 1:50,000 지질도폭 7019-IV/I 설명서, p. 44
  •  
  • 19. 정용복, 전석원, 2003, 절리군 분석을 위한 퍼지 클러스터링 기법, 터널과 지하공간, 13(4), 294-303
  •  
  • 20. 한국기상청, 1961-2007, 부산 기상관측소 기후자료, http://www.kma.go.kr
  •  
  • 21. 한국도로공사, 1996a, 아스팔트 포장 설계의 표준화 연구 보고서, No. 96-46-20, p. 244
  •  
  • 22. 한국도로공사, 1996b, 일반콘크리트 및 특수콘크리트 투수특성 연구(II) 보고서, No. 96-46-28, p. 104
  •  
  • 23. 한국동력자원연구소, 1983, 부산-가덕 1:50,000 지질도폭 설명서, p. 47
  •  
  • 24. 한국수자원공사, 2003, 부산지역 지하수 기초조사 보고서, No. HG-203-BS, p. 678
  •  
  • 25. 한국자원연구소, 1999, 지하수 오염방지 및 음용화 기술연구(부산지역) 보고서, No. KR-99(B)-2, p. 541
  •  
  • 26. 함세영, 차용훈, 정재열, 2005, 부산 도심지역 미고결층과 기반암의 수리지질 특성, 지질공학, 15(4), 407-421
  •  
  • 27. 해운대구청, 2008, 부산광역시 해운대구 양수정 조사 자료, 미출판 자료
  •  
  • 28. 환경부, 2007, 2006 상수도 통계, 상하수도국 수도정책과 연차보고서, p. 1885
  •  
  • 29. Ahmedzade, P., Tigdemir, M., and Kalyoncuoglu, S.F., 2007, Laboratory investigation of the properties of asphalt concrete mixtures modified with TOP-SBS, Construction and Building Materials, 21(3), 626-633
  •  
  • 30. Allen, R.G., Pereira, L.S., Raes, D., and Smith, M., 1998, Crop Evapotranspiration (Guidelines for Computing Crop Water Requirements), FAO Irrigation and Drainage Paper, No. 56, United Nations Food and Agriculture Organization, p. 300
  •  
  • 31. Barlow, P.M., 2003, Ground Water in Freshwater-Saltwater Environments of the Atlantic Coast, Circular, No. 1262, United States Geological Survey, Reston, Virginia, p. 113
  •  
  • 32. Barlow, P.M. and Wild, E.C., 2002, Bibliography on the Occurrence and Intrusion of Saltwater in Aquifers along the Atlantic Coast of the United States, Open-File Report, No. 02-235, United States Geological Survey, Northborough, Massachusetts, p. 30
  •  
  • 33. Bear, J., 1972, Dynamics of Fluids in Porous Media, American Elsevier Publishing Company, New York, p. 764
  •  
  • 34. Bobba, A.G., 2002, Numerical modelling of salt-water intrusion due to human activities and sea-level change in the Godavari Delta, India, Hydrological Sciences Journal, 47(S), S67-S80
  •  
  • 35. Carsel, R.F. and Parrish, R.S., 1988, Developing joint probability distributions of soil water retention characteristics, Water Resources Research, 24(5), 755-769
  •  
  • 36. Chadbourn, B.A., Newcomb, D.E., and Timm, D.H., 1997, Measured and theoretical comparisons of traffic loads and pavement response distributions, Proceedings of the Eighth International Conference on Asphalt Pavements, Seattle, Washington, August 10-14, p. 229-238
  •  
  • 37. Cheng, J.M. and Chen, C.X., 2001, Three-dimensional modeling of density-dependent salt water intrusion in multilayered coastal aquifers in Jahe River Basin, Shandong Province, China, Ground Water, 39(1), 137-143
  •  
  • 38. Cheng, A.H.D. and Ouazar, D. (eds.), 2004, Coastal Aquifer Management: Monitoring, Modeling, and Case Studies, Lewis Publishers, Boca Raton, Florida, p. 280
  •  
  • 39. Dausman, A. and Langevin, C.D., 2005, Movement of the Saltwater Interface in the Surficial Aquifer System in Response to Hydrologic Stresses and Water-Management Practices, Broward County, Florida, Scientific Investigations Report, No. 2004-5256, United States Geological Survey, Reston, Virginia, p. 73
  •  
  • 40. Domenico, P.A. and Schwartz, F.W., 1990, Physical and Chemical Hydrogeology, John Wiley and Sons, New York, p. 824
  •  
  • 41. Endreny, T.A., 2005, Land use and land cover effects on runoff processes: Urban and suburban development, In: Melo Anderson (ed.), Encyclopedia of Hydrological Sciences, John Wiley and Sons, Chichester, p. 1775-1804
  •  
  • 42. Fetter, C.W., 1994, Applied Hydrogeology, third edition, Prentice-Hall, Upper Saddle River, New Jersey, p. 691
  •  
  • 43. Fetter, C.W., 1999, Contaminant Hydrogeology, second edition, Prentice-Hall, Upper Saddle River, New Jersey, p. 500
  •  
  • 44. Freeze, R.A. and Cherry, J.A., 1979, Groundwater, Prentice-Hall, Englewood Cliffs, New Jersey, p. 604
  •  
  • 45. Gangopadhyay, S. and Das Gupta, A., 1995, Simulation of saltwater encroachment in a multi-layer groundwater system, Bangkok, Thailand, Hydrogeology Journal, 3(4), 74-88
  •  
  • 46. Garcia-Fresca, B. and Sharp, J.M., Jr., 2005, Hydrogeologic considerations of urban development: Urban-induced recharge, In: J. Ehlen, W.C. Haneberg, and R.A. Larson, (eds.), Humans as Geologic Agents, Reviews in Engineering Geology, Vol. XVI, Geological Society of America, Boulder, Colorado, p. 123-136
  •  
  • 47. Gelhar, L.W. and Axness, C.L., 1983, Three-dimensional stochastic analysis of macrodispersion in aquifers, Water Resources Research, 19(1), 161-180
  •  
  • 48. Giambastiani, B.M.S., Antonellini, M., Oude Essink, G.H.P., and Stuurman, R.J., 2007, Saltwater intrusion in the unconfined coastal aquifer of Ravenna (Italy): A numerical model, Journal of Hydrology, 340(1-2), 91-104
  •  
  • 49. Guo, W. and Langevin, C.D., 2002, User's Guide to SEAWAT:A Computer Program for Simulation of Three-Dimensional Variable-Density Ground-Water Flow, Techniques of Water-Resources Investigations Book, Vol. 6, Chapter A7 (Supercedes Open-File Report, No. 01-434), United States Geological Survey, Tallahassee, Florida, p. 77
  •  
  • 50. Hammah, R.E. and Curran, J.H., 1998, Fuzzy cluster algorithm for the automatic identification of joint sets, International Journal of Rock Mechanics and Mining Sciences, 35(7), 889-905
  •  
  • 51. Hammah, R.E. and Curran, J.H., 1999, On distance measures for the fuzzy K-means algorithm for joint data, Rock Mechanics and Rock Engineering, 32(1), 1-27
  •  
  • 52. Kanitpong, K., Benson, C.H., and Bahia, H.U., 2001, Hydraulic conductivity (permeability) of laboratory-compacted asphalt mixtures, Transportation Research Record, 1767(1), 25-32
  •  
  • 53. Kasatkin, Y.N. and Kuznetsov, E.I., 2004, Design and construction of asphalt concrete cutoff structures in earthfill dams, Power Technology and Engineering, 38(2), 74-78
  •  
  • 54. Kim, Y.Y., Lee, K.K., and Sung, I.H., 2001, Urbanization and the groundwater budget, metropolitan Seoul area, Korea, Hydrogeology Journal, 9(4), 401-4
  •  
  • 55. 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, p. 354
  •  
  • 56. Langevin, C.D., 2001, Simulation of Ground-Water Discharge to Biscayne Bay, Southeastern Florida, Water-Resources Investigations Report, No. 00-4251, United States Geological Survey, Tallahassee, Florida, p. 130
  •  
  • 57. Lawrence, A.R., Morris, B.L., and Foster, S.S.D., 1998, Hazards induced by groundwater recharge under rapid urbanization, In: J.G. Maunds and M. Eddleston (eds.), Geohazards in Engineering Geology, Engineering Geology Special Publications, No. 15, Geological Society of London, p. 319-328
  •  
  • 58. Lee, J.Y., Yi, M.J., Moon, S.H., Cho, M., Won, J.H., Ahn, K.H., and Lee, J.M., 2007, Causes of the changes in groundwater levels at Daegu, Korea: The effect of subway excavations, Bulletin of Engineering Geology and the Environment, 66(3), 251-258
  •  
  • 59. Lerner, D.N., 2002, Identifying and quantifying urban recharge:A review, Hydrogeology Journal, 10(1), 143-152
  •  
  • 60. 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
  •  
  • 61. Masterson, J.P., 2004, Simulated Interaction between Freshwater and Saltwater and Effects of Ground-Water Pumping and Sea-Level Change, Lower Cape Cod Aquifer System, Massachusetts, Scientific Investigations Report, No. 2004-5014, United States Geological Survey, Reston, Virginia, p. 72
  •  
  • 62. 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
  •  
  • 63. Morris, D.A. and Johnson, A.I., 1967, Summary of Hydrologic and Physical Properties of Rock and Soil Materials, as Analyzed by the Hydrologic Laboratory of the United States Geological Survey 1948-60, Water-Supply Paper, No. 1839-D, United States Geological Survey, Reston, Virginia, p. 42
  •  
  • 64. Natural Resources Conservation Service, 2004a, Hydrologic Soil-Cover Complexes, National Engineering Handbook, Part 630. Hydrology, Chapter 9, United States Department of Agriculture, Washington, DC, p. 1-14
  •  
  • 65. Natural Resources Conservation Service, 2004b, Estimation of Direct Runoff from Storm Rainfall, National Engineering Handbook, Part 630. Hydrology, Chapter 10, United States Department of Agriculture, Washington, DC, p. 1-22
  •  
  • 66. Norton, D. and Knapp, R., 1977, Transport phenomena in hydrothermal systems: The nature of porosity, American Journal of Science, 277(8), 913-936
  •  
  • 67. Palmstrom, A., 2005, Measurements of and correlations between block size and rock quality designation (RQD), Tunnelling and Underground Space Technology, 20(4), 362-377
  •  
  • 68. Parsons, R.W., 1966, Permeability of idealized fractured rock, Society of Petroleum Engineers Journal, 6(2), 126-136
  •  
  • 69. Penman, H.L., 1948, Natural evaporation from open water, bare soil and grass, Proceedings of the Royal Society of London, Series A. Mathematical and Physical Sciences, 193(1032), 120-145
  •  
  • 70. Qahman, K. and Larabi, A., 2006, Evaluation and numerical modeling of seawater intrusion in the Gaza aquifer (Palestine), Hydrogeology Journal, 14(5), 713-728
  •  
  • 71. Schneider, J.C. and Kruse, S.E., 2005, Assessing selected natural and anthropogenic impacts on freshwater lens morphology on small barrier islands: Dog Island and St. George Island, Florida, USA, Hydrogeology Journal, 14(1-2), 131-145
  •  
  • 72. 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
  •  
  • 73. Snow, D.T., 1969, Anisotropic permeability of fractured media, Water Resources Research, 5(6), 1273-1289
  •  
  • 74. Soroka, I., 1980, Portland Cement Paste and Concrete, Chemical Publishing Company, New York, p. 338
  •  
  • 75. 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
  •  
  • 76. V$\acute{a}$zquez-Su${\tilde{n}}{\acute{e}}$, E., S$\acute{a}$nchez-Vila, X., and Carrera, J., 2005, Introductory review of specific factors influencing urban groundwater, an emerging branch of hydrogeology, with reference to Barcelona, Spain, Hydrogeology Journal, 13(3), 522-533
  •  
  • 77. Voss, C.I., 1984, SUTRA: A Finite Element Simulation Model for Saturated-Unsaturated, Fluid-Density-Dependent Ground-Water-Flow with Energy Transport of Chemically-Reactive Single-Species Solute Transport, Water-Resources Investigations Report, No. 84-4369, United States Geological Survey, Reston, Virginia, p. 409
  •  
  • 78. Xu, M. and Eckstein, Y., 1995, Use of weighted least-squares method in evaluation of the relationship between dispersivity and field scale, Ground Water, 33(6), 905-908
  •  
  • 79. Yang, Y., Lerner, D.N., Barrett, M.H., and Tellam, J.H., 1999, Quantification of groundwater recharge in the city of Nottingham, UK, Environmental Geology, 38(3), 183-198
  •  
  • 80. 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, p. 200
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This Article

  • 2009; 14(6): 1-18

    Published on Dec 31, 2009

  • Received on Jan 14, 2009
  • Revised on Jan 6, 2009
  • Accepted on Apr 1, 2009

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