• 한국지하수토양환경학회지:지하수토양환경
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• 제21권6호
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• pp.80-86
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• 2016

Earthquakes of M5.1, M5.8 and M4.5 occurred in September 12 and 19 respectively in Gyeongju, Gyeongbuk Province. Theses earthquakes inflated fears of people and highlighted necessity of detailed countermeasures because we have considered our country is safe to earthquakes. In the meanwhile, earthquake also impacts groundwater and thus it was recently reported that the Gyeongju Earthquakes affected groundwater there. This study evaluates daily groundwater data collected from five national groundwater monitoring stations (Geoncheon, Sannae, Oedong, Yangbuksin, Cheonbuk) in Gyeongju. The analysis revealed that only groundwater level of bedrock monitoring well hosted in andesite exhibited earthquake impact while no wells in the other four stations hosted in sedimentary rocks showed substantial responses to the earthquakes. This may be derived from the difference of seismic velocity of hosting rocks as well as epicenter distance. Special interest on groundwater monitoring is required to predict earthquakes as precursory phenomena.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2003년도 총회 및 춘계학술발표회
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• pp.259-262
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• 2003

In the Republic of Korea, Ministry of Construction & Transportation and Korea Water Resources Corporation manage the national groundwater monitoring network at the 169 stations and will organize the supplementary groundwater monitoring network at the 10,000 stations by 2011 year. The method that organizes the monitoring network was developed using the Analytic Hierarchy Process with pairwise comparison. Several estimation factors for the estimating every district were selected to reflect each district conditions. Their weighting value was decided by pairwise comparison and questions to the experts about groundwater The optimal number of groundwater monitoring well was calculated through the developed method. To verify this method, groundwater was monitored in Jeonju city by way showing the example. The study area In Jeonju city needs 7 stations for the supplementary groundwater monitoring network. The results monitored in 7 stations inferred the groundwater level around the study area by Kriging. The mean of residual between inferred groundwater level value from Kriging and actual groundwater level is rather low. Furthermore, the mean and standard deviation of residual between inferred groundwater level change and actual groundwater change is much lower. The Fact that 7 monitoring stations are sufficient for observing the groundwater condition in the study area makes it possible for suggested monitoring number to be proper.

• 한국지하수토양환경학회지:지하수토양환경
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• 제19권4호
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• pp.1-11
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• 2014

Rural groundwater monitoring network has been managed by Korea Rural Community Corporation (KRC) since 1998. The network consists of two kinds of subnetworks; rural groundwater management network (RGMN) and seawater intrusion monitoring network (SIMN). RGMN has been operated to promote a sound and sustainable development of rural groundwater within the concerned area for groundwater quality and quantity. SIMN has been operated to protect the crops against hazards by the saline water in coastal areas in which the shortage of irrigation water become a main problem for agriculture. Currently, a total of 283 monitoring wells has been installed; 147 wells in 79 municipalities for RGMN and 136 wells in 52 ones for SIMN, respectively. Two subnetworks commonly monitor three hydrophysical properties (groundwater level, temperature, and electric conductivity) every hour. Monitored data are automatically transferred to the management center located in KRC. Data are opened to the public throughout website named to be the Rural Groundwater Net (www.groundwater.or.kr). Annual reports involving well logging and hydrochemical data of RGMN and SIMN have been published and distributed to the rural water management office of each municipalities. In addition, anyone who concerns about RGMN an SIMN can freely download these reports throughout the Rural Groundwater Net as well.

• Environmental Engineering Research
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• 제15권2호
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• pp.85-91
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• 2010

Romania aims to adopt and implement the European Union's legislation, also including that for the field of water management. Like other countries, groundwater in Romania is locally polluted from point sources, such as leaking landfills, as well as from diffuse pollution sources, include fertilizers, pesticides and leakages from sewers, in urbanized areas. Diffuse pollution can also occur indirectly, by over-exploitation of groundwater wells, resulting in salt water intrusion, as well as from mining and exploitation of mineral aggregates. Romania has quite an intensive monitoring scheme to measure groundwater quality in phreatic and confined aquifers. The purpose of the work resumed in this paper was to derive natural background levels (NBL) for groundwater in order to distinguish the natural elevated concentrations of some substances (natural phenomena) from point and diffuse pollution (anthropogenic phenomena). Based on these NBLs, threshold values (TV) for groundwater will be set according to the requirements of the European Water Framework Directive and the related Groundwater Directive. This paper describes the results of a study for the derivation of NBL and TV in a pilot Groundwater Body. Also, the process and draft results for extrapolating this work for all Romanian groundwater bodies is explained, as well as points for future consideration with respect to monitoring and management.

• 지질공학
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• 제21권4호
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• pp.337-348
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• 2011

제주도 지하수위, 지하수온, 전기전도도의 변동특성 및 상관관계를 평가하고 또 지하수위변동법을 이용하여 지하수 함양률을 추정하였다. 자기상관분석을 통하여 각 관정 별 수위의 지연시간과 조절시간을 산정한 결과 자기상관성은 JM안성 관정이 가장 컸다. 그라고 교차상관분석으로 전기전도도-수위, 강수량-수위, 기온-수온간의 상관성을 분석하고 비교하였다. 분석결과 전기전도도-수위는 JR서광2, 강수량-수위는 JD하모, 기온-수온은 JI원종장2가 상호연관성이 가장 높았다. 지하수 함양률과 함양량을 산정한 결과 함양률은 평균 39.61%, 함양량은 평균 1,153,490,407 $m^3/yr$으로 산정되어 기존의 연구결과와 유사하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제12권6호
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• pp.92-99
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• 2007

우리나라 지하수수질측정망은 2007년 현재 환경부가 관리하고 있는 오염우려지역 781개 지점 및 일반지역 1,240개 지점과 건설교통부에서 관리하고 있는 국가지하수관측망 478지점을 합쳐 총 2,499지점으로 구성되어 운영되고 있다. 1999년 이후 측정망 운영에 따른 지하수의 수질분석 결과를 매년 발표하고 있지만, 지하수수질측정망 지점에 대한 관정의 현황 정보는 제공하지 못하였다. 이에 본 연구에서는 지하수수질측정망의 운영현황, 지점선정 및 관정 정보등 현황을 평가하여 특성을 파악하고자 하였으며, 이를 통하여 향후 지하수수질측정망의 개선방안을 고찰하고자 하였다.

• 방사성폐기물학회지
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• 제17권2호
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• pp.245-261
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• 2019

원자력이용시설에서 유출된 방사성 오염물질은 지표수나 지하수의 유동에 따라 이동할 수 있다. 이 중에 지표수에 의해 이동하는 오염물질은 비교적 감시가 용이하지만, 지하수를 따라 이동하는 오염물질은 대상 매질에서의 지하수흐름에 대한 정보를 알아야 하므로 감시가 매우 어렵다. 그러므로 지하수에 의한 오염물질의 이동을 규명하기 위해서 지질환경의 특성화가 선행되어야 한다. 본 연구에서는 연구부지에 건설된 가상의 원자력이용시설에 대한 감시공의 위치를 결정하고, 감시공에서의 심도별 감시 구간을 선정하는 방법론을 제안하였다. 감시공의 위치를 결정하기 위해 지하수유동 모델링을 수행하였고, 그 결과 지하수 흐름의 하류 지역에 감시공의 위치를 선정하였으며, 감시공에서 수행한 현장조사 결과를 바탕으로 비교적 지하수의 흐름이 빠른 구간을 대상으로 감시 구간을 선정하였다. 본 연구를 통해 개발된 모니터링 방법론은 국내 원자력 발전소를 포함한 원자력이용시설 뿐만 아니라, 유류비축시설의 오염물질, 농업 관련 지하수 오염의 감시 등 다양한 분야에서 잠재적으로 지하수에 유입될 수 있는 오염물질을 조기 감시하는 데에 활용할 수 있을 것이다.

• 지질공학
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• 제24권2호
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• pp.283-295
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• 2014

중장기적으로 운영하는 지하수 관측정은 설치도 중요하지만 그 성능 유지를 위한 관측정 시설 관리 또한 중요하다. 따라서 본 조사는 관측정 내부에 이물질이 많이 형성되고 오래된 관측정 시설을 대상으로 실시하였다. 조사대상 관측정들은 장비(펌프) 세척, 시료채취 튜브 교체, 관측정 청소로 구분하여 시설을 개선하였다. 주 양/음이온과 중금속 농도의 변화를 검토한 결과, 마그네슘, 망간, 아연 항목이 증가하는 경향으로 나타났다. 이것은 관측정 내부에 흡착요인으로 작용하던 이물질(탄산칼슘이나 점토물질)이 시설개선 과정을 통해 제거되었기 때문이다. 따라서, 중장기적으로 운영이 계획된 관측정은 1년마다 시설 및 내부 점검을 실시하고 이상현상 발생시 조치를 취하되, 최소 약 4 ~ 5년마다 수행하는 것이 추천된다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제26권1호
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• pp.76-87
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• 2021

Groundwater is considered to be the best water resource to solve water shortage problems during drought periods. Even though excessive pumping (overdraft) during short-period may give an unprofitable effect on groundwater hydrology, it has a primary role to solve a lack of water resources and to maintain incomes of farmers. This study evaluated maximum irrigation amounts of groundwater to each local-government and province during drought periods. Maximum irrigation amounts of groundwater were evaluated using cumulative groundwater usage data of each local-government during normal and drought years. Maximum irrigation amounts of groundwater during drought periods would be roughly identified as approximately 1.3 times more than the exploitable amounts of groundwater resources for each local-government. Drawdown-limitation depth on groundwater levels at each monitoring well was determined by transforming the maximum irrigating amounts into degree of change on levels. Universal limitation depth of drawdown on groundwater levels was evaluated to be approximately three times of annual fluctuating range on groundwater levels for each monitoring well. Systematic response on groundwater demands with abiding by drawdown-limitation depth can attain an optimal irrigation of groundwater resources during short-term drought.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2003년도 추계학술발표회
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• pp.565-569
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• 2003

One-year-long groundwater-level data have been collected from 18 wells in Cheon-an area. The result of barometric efficiency, autocorrelation, cross-correlation and statistical distribution evaluated from the measurement data shows that groundwater-level measurements from observation wells are the principal source of information about aquifer characteristics. Data from WA-2 has high barometric efficiency as well as steady decreasing auto-correlation coefficient, which means nonleaky confined aquifer, Most aquifers in this study show the unconfined properties so that barometric efficiencies are mostly low and the coefficients of cross-correlation between groundwater-level and precipitation are commonly high. This study showed that the long-term groundwater-level monitoring data without artificial stress such as pumping would give accurate information about aquifer characteristics.