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      KCI등재 SCIE SCOPUS

      Hydrogeological Modeling for Investigation of Factors Controlling the Storage Capacity of Groundwater Dam

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      https://www.riss.kr/link?id=A104784130

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      다국어 초록 (Multilingual Abstract)

      A groundwater dam is generally designed and constructed at sites where an alluvial aquifer is widely formed to store groundwater for the supply of drinking water or agricultural use. A groundwater dam was planned to be constructed at Sandong-Myeon,Namwon-Si, in Korea. Three candidate sites (Site 1, Site 2, and Site 3) were considered for the construction. In this study, numerical modeling was performed to investigate the effects of the following factors on the groundwater storage capacity: (1) location of the dam, (2) thickness of the cutoff wall, (3) properties of construction materials, and (4) depth of the wall. In addition, sensitivity analyses were carried out to investigate the parameters that influence the results of modeling. Based on the results of the sensitivity analysis, the optimum installation location, hydraulic conductivity of the cutoff wall, wall thickness, and depth of the wall were suggested for the groundwater dam. Site 3 was chosen as the optimum location for the dam because it had the largest alluvial zone among the three sites. In addition, it was found that geological conditions such as the location and depth of an alluvial zone were more important factors for effective groundwater dam construction than the thickness or hydraulic conductivity of the cutoff wall.
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      A groundwater dam is generally designed and constructed at sites where an alluvial aquifer is widely formed to store groundwater for the supply of drinking water or agricultural use. A groundwater dam was planned to be constructed at Sandong-Myeon,Nam...

      A groundwater dam is generally designed and constructed at sites where an alluvial aquifer is widely formed to store groundwater for the supply of drinking water or agricultural use. A groundwater dam was planned to be constructed at Sandong-Myeon,Namwon-Si, in Korea. Three candidate sites (Site 1, Site 2, and Site 3) were considered for the construction. In this study, numerical modeling was performed to investigate the effects of the following factors on the groundwater storage capacity: (1) location of the dam, (2) thickness of the cutoff wall, (3) properties of construction materials, and (4) depth of the wall. In addition, sensitivity analyses were carried out to investigate the parameters that influence the results of modeling. Based on the results of the sensitivity analysis, the optimum installation location, hydraulic conductivity of the cutoff wall, wall thickness, and depth of the wall were suggested for the groundwater dam. Site 3 was chosen as the optimum location for the dam because it had the largest alluvial zone among the three sites. In addition, it was found that geological conditions such as the location and depth of an alluvial zone were more important factors for effective groundwater dam construction than the thickness or hydraulic conductivity of the cutoff wall.

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      참고문헌 (Reference)

      1 Lee, J. Y., "Use of hydrologic time series data for identification of recharge mechanism in a fractured bedrock aquifer system" 229 (229): 190-201, 2000

      2 Wipplinger, O., "The storage of water in sand, Southwest Africa Administration" Water Affairs Branch 1958

      3 KWATER, "Sustainable groundwater development and artificial recharge, Research Report of KOWACO, KIWE-GG-04-1, 21C Frontier R&D Program, Sustainable Water Resources Research Center, 1 Stage Final Report" 2004

      4 Beaumont, R. D, "Sedimentation in reservoirs as a means of water conservation" 1973

      5 National Research Council, "Rock fractures and fluid flow" National Academy Press 1996

      6 Domenico, P. A, "Physical and chemicalhydrogeology" John Wiley & Sons 824-, 1990

      7 Harbaugh, A. W., "MODFLOW-2000, The U.S. geological survey modularground-water User guide to modularization concepts and the groundwaterflow process" U.S. Geological Survey 121-, 2000

      8 Boronina, A., "Groundwater resources in the Kouris catchment (Cyprus): Dataanalysis and numerical modelling" 271 (271): 130-149, 2003

      9 Nilsson, A., "Groundwater dams for small-scale water supply" IT Publications 64-, 1988

      10 Hanson, G, "Groundwater dams for rural water supplies in developing countries" 24 (24): 497-506, 1986

      1 Lee, J. Y., "Use of hydrologic time series data for identification of recharge mechanism in a fractured bedrock aquifer system" 229 (229): 190-201, 2000

      2 Wipplinger, O., "The storage of water in sand, Southwest Africa Administration" Water Affairs Branch 1958

      3 KWATER, "Sustainable groundwater development and artificial recharge, Research Report of KOWACO, KIWE-GG-04-1, 21C Frontier R&D Program, Sustainable Water Resources Research Center, 1 Stage Final Report" 2004

      4 Beaumont, R. D, "Sedimentation in reservoirs as a means of water conservation" 1973

      5 National Research Council, "Rock fractures and fluid flow" National Academy Press 1996

      6 Domenico, P. A, "Physical and chemicalhydrogeology" John Wiley & Sons 824-, 1990

      7 Harbaugh, A. W., "MODFLOW-2000, The U.S. geological survey modularground-water User guide to modularization concepts and the groundwaterflow process" U.S. Geological Survey 121-, 2000

      8 Boronina, A., "Groundwater resources in the Kouris catchment (Cyprus): Dataanalysis and numerical modelling" 271 (271): 130-149, 2003

      9 Nilsson, A., "Groundwater dams for small-scale water supply" IT Publications 64-, 1988

      10 Hanson, G, "Groundwater dams for rural water supplies in developing countries" 24 (24): 497-506, 1986

      11 Nilsson, A., "Ground-water dams for rural water supply in developing countries, Report TRITA-KUT 1034, Dept. of Land Improvement and Drainage" Royal Institute of Technology 56-, 1984

      12 Scanlon, B. R., "Global synthesis of groundwater recharge in semiarid and arid regions" 20 (20): 3335-3370, 2006

      13 Jong-Ho Won, "Evaluation of Hydrogeological Characteristics in Jeju Island, Korea" 한국지질과학협의회 9 (9): 33-46, 2005

      14 Matsuo, S., "Environmental control with underground dams" 169-182, 1977

      15 Bear, J., "Dynamics of fluid in porous media" American Elsevier Pub. Co 764-, 1972

      16 Yilmaz, M., "Control of groundwater by underground dams" Middle East Technology University 2003

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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