• Title/Summary/Keyword: 담수-해수 전이대

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The variation of transition zone between sea water and fresh water with the tidal effect at the coastal rock aquifer (해안가 암반대수층에서 조석효과에 의한 해수와 담수 전이대의 변동 연구)

  • Kim, Sung-Soo;Kang, Dong-Hwan;Kim, Dong-Soo;Choi, Sun-Mi;Chung, Sang-Yong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1904-1908
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    • 2008
  • 본 연구에서는 해안가 암반대수층에서 전기전도도의 수직적인 변화를 관측하여 조석에 의한 해수와 담수 전이대의 특성을 파악하였다. 연구지역은 부경대학교 대연캠퍼스 주변 해안대수층이며, 응회질퇴적암과 안산암 및 안산암질 화산각력암 등이 분포한다. 연구에 이용된 지하수 관측공 (PK1공)은 부경대학교 대연캠퍼스 내 기숙사 동측에 위치하고 있다. 지하수공의 개발심도는 지표 면하 120 m, 케이싱은 지표면하 19 m까지 설치되어 있으며, 내경은 0.2 m로서 해안가에서 180 m 정도 이격되어 있다. 해안대수층 내 해수와 담수 전이대를 파악하기 위하여 관측공 내에 TLC Meter(Model 107, Solinst)를 삽입하여 전기전도도의 수직적인 변화를 지하수공 내 심도 50 m 까지 측정하였다. 전기전도도의 수직적인 관측은 썰물(low tide)일 때, 썰물에서 밀물(high tide)로 될 때 및 밀물일 때로 나누어 총 3회 수행되었다. 전체적인 전기전도도의 분포는 썰물일 때 $630{\sim}47300{\mu}S/cm$, 썰물에서 밀물로 되는 시기에는 $672{\sim}61900{\mu}S/cm$ 및 밀물일 때는 $678{\sim}67900{\mu}S/cm$로 나타났으며, 따라서 밀물일 때가 썰물일 때보다 전기전도도의 농도가 높은 것으로 나타났다. 해수와 담수 전이대의 분포는 썰물일 때 약 $20{\sim}50\;m$, 밀물일 때 약 $20{\sim}38\;m$ 정도로 나타났으며, 이는 밀물 시 해수의 침투로 인해 전이대 하부구간의 농도가 상승하였기 때문이다. 해수와 담수 전이대의 구간을 세분화하여 분석하기 위해, 담수가 우세한 전이대, 주 전이대 및 해수가 우세한 전이대 구간으로 구분하였다. 담수가 우세한 전이대는 썰물과 밀물일 때 모두 지표면하 $20.0{\sim}25.5\;m$ 구간이었으며, 주 전이대에서는 지표면하 $25.5{\sim}25.7\;m$ 정도로 나타났다. 그러나, 해수가 우세한 전이대에서는 썰물일 때 지표면하 $25.7{\sim}50.0\;m$ 구간, 밀물일 때는 지표면하 $25.7{\sim}38.0\;m$ 로서 전이대의 폭이 19 m 정도의 차이를 보였다. 본 연구를 통해 해안가 암반대수층에서 해수와 담수의 전이대는 조석에 의해 영향으로 인해, 썰물 시의 전이대가 밀물에 비해 그 폭이 더욱적음을 확인할 수 있었다.

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Determination of an Underground Seawater Flow Using a TEM Decay Curve (TEM감쇠곡선을 이용한 해수의 지하 유동현상 파악)

  • 황학수;문창규;이상규;이태섭
    • Economic and Environmental Geology
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    • v.34 no.5
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    • pp.499-506
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    • 2001
  • The geophysical monitoring technique using the high resolution time-domain electromagnetic (TEM) method with a coincident loop away was applied for determination of an underground seawater flow in the coastal areas. In comparison of the TEM monitoring to direct current (DC) resistivity monitoring, the TEM response to the under ground seawater flow is less sensitive than the DC resistivity response. However, the TEM monitoring is more effective in terms of measuring time, survey expense, and real-time data processing than the DC monitoring thor evaluating the spatial distribution of the fresh water-seawater transition zone in a regional area.

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Fresh Water Injection Test in a Fractured Bedrock Aquifer for the Mitigation of Seawater Intrusion (해수침투 저감을 위한 균열암반 대수층 내 담수주입시험)

  • Shin, Je-Hyun;Byun, Joong-Moo
    • Economic and Environmental Geology
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    • v.43 no.4
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    • pp.371-379
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    • 2010
  • Fresh water injection test in a fractured bedrock aquifer was applied as an efficient approach to lower saline concentrations in the saltwater-freshwater transition zone formed by seawater intrusion in a coastal area. The methodology and effectiveness of fresh water injection for hydraulically controlling seawater intrusion is overwhelmingly site dependent, and there is an urgent need to characterize the permeable fractures or unconsolidated porous formations which can allow for seawater flow and transport. Considering aquifer characteristics, injection and monitoring boreholes were optimally designed and completed to inject fresh water through sand layer and fractured bedrock, respectively. We devised and used the injection system using double packer for easy field operation and maintenance. Overall fracture distribution was systematically identified from borehole image logs, and the section of fresh water injection was decided from injection test and monitoring. With fresh water injection, the fluid electrical conductivity of the monitoring well started to be lowered by the inflow of fresh water at the specific depth. And this inflow leaded to the replacement of the fluid in the upper parts of the borehole with fresh water. Furthermore, the injection effect lasted more than several months, which means that fresh water injection may contribute to the mitigation of seawater intrusion in a coastal area.

Salinity Distribution and Ecological Environment of Han River Estuary (한강 하구역의 염분 분포 및 생태환경특성)

  • Park, Gyung Soo
    • Journal of Wetlands Research
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    • v.6 no.1
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    • pp.149-166
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    • 2004
  • Water quality and ecological environment in the Han River estuary was analyzed using the longterm water quality monitoring data from National Fisheries Research and Development Institute (NFRDI) and the existing data collected in this area. Based on the salinity distribution and changes of current direction in the lower Han River and its estuary, boundaries of the estuary were identified and also, distribution patterns of the phyto- and zooplankton, benthos, ichthyoplankton and fish were discussed related with the salinity changes in the macrotidal subestuary of Han River. Seasonal and spatial distribution of salinity suggested that the direct impact of freshwater be limited to the Incheon North Harbour all the year round and even extended to the southern area of Gyunggi Bay near Palmi island during limited time, usually in summer. Upper limit of salt water intrusion through the Han River is likely to be Singok underwater dam located Gimpo, Gyunggi Province, and normally limited to much lower part of the river, Jeonryuri, Gimpo. Biological boundaries of the Han River estuary exceeded the physical boundaries based on the salinity distribution. Many estuarine species in plankton and fish were found at the totally freshwater or saltwater depending on the seasons and tidal cycles. Some estuarine ichthyoplanktons showed extremely limited distributions in the estuary whereas adult fish revealed wide ranges of salinity adaptation. Critical environmental issues in the Han River estuary and its drainage basin are likely to be 1) pressure on development-promoted district for new town in the drainage area of the estuary, 2) reduction of tidal flat by reclamation, 3) pollutant input through river from municipal sewages and industrial wastes, and 4) ecological barrier between river and terrestrial systems by the military wire fence and riverside road.

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