• 한국지구과학회지
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• 제29권5호
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• pp.396-407
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• 2008

Hydrogeologic properties of a well field around middle mountainous areas in Pyosun, Jeju volcanic island were examined based on water level monitoring, geologic logging and pumping test data. Due to the alternating basaltic layers with varying permeability in the subsurface, it is difficult to analyze the hydraulic responses to artificial pumping and/or natural precipitation. The least permeable layer, detrital materials with clay, is found at a depth of 200 m below surface, but it is not an upper confining bed for lower main aquifer. Nevertheless, this layer may serve as a natural barrier to vertical percolation and to contaminant migration. Water levels of the production wells are dominantly affected by pumping frequently, while those of the remote observation wells are controlled by ambient precipitation. Results of pumping tests revealed a possible existence of horizontal anisotropy of transmissivity. However, some results of this study include inherent limitations enforced by field conditions such as the consistent of groundwater production and the set of time periods for the cessation of the pumping prior to pumping tests.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.323-327
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• 2004

The groundwater system of the Cheonggyecheon watershed is very complicated because it is influenced by many factors such as pumping out, groundwater leakages into subway stations, civil use of groundwater, and leaking water from water supply and sewage lines. So the characterization and evaluation of tile groundwater flow and contaminant transport in the Cheonggyecheon water system is quite a difficult task. The purpose of this study is to analyze of the influence to the 'groundwater' below the Cheonggyecheon watershed by the 'surface water' on the Cheonggyecheon stream after the restoration. We have so far collected groundwater quality data, hydrogeologic aquifer parameters, and tile amount of leakages into subway stations and its influence on the groundwater system of the Cheonggyecheon. Results show that groundwater level was influenced by the direction and depth of a 녀bway station. This study will continue to monitor groundwater quality, a water level fluctuation relation between rainfall and groundwater recharge for further investigation of the groundwater flow system in Cheonggyecheon.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 임시총회 및 추계학술발표회
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• pp.326-329
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• 2004

The groundwater system of the Cheonggyecheon watershed is very complicated because it is influenced by many factors such as pumping out, groundwater leakages into subway stations, civil use of groundwater, and leaking water from water supply and sewage lines. So the characterization and evaluation of the groundwater flow and contaminant transport in the Cheonggyecheon water system is quite a difficult task. The purpose of this study is to analyze the influence on the‘groundwater’ below the Cheonggyecheon watershed by the‘maintenance water’on the Cheonggyecheon stream after the restoration. We have so far collected groundwater quality data, hydrogeologic aquifer parameters, and the amount of leakages into subway stations and its influence on the groundwater system. Results show that groundwater level was influenced by the direction and depth of subway tunnel. This study will continue to monitor groundwater quality, a water level fluctuation relation between rainfall and groundwater recharge for further investigation of the groundwater flow system in the Cheonggyecheon watershed.

• 한국지하수토양환경학회지:지하수토양환경
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• 제27권3호
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• pp.1-10
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• 2022

Most wells developed in Jeju island before the enactment of the Groundwater Management Ordinance in 2002 are vulnerable to aquifer contamination due to inflow of upper groundwater having the high concentration of nitrate nitrogen, likely due to incomplete grouting in upper section of the wells. Although these wells require entire reinstallation, it is often necessary to rehabilitate the existing wells due to various constraints. Therefore, to identified the inflow section of contaminants, the thermal level sensor (TLS) technique was firstly applied for three wells, which enables to monitor temperature variations in every 50 cm depth. Then, the grouting material was injected to the upper section to prevent the inflow of upper contaminated groundwater into the entire aquifer. By applying TLS technique, it was found that the temperature deviations in the upper groundwater inflow section decreased sharply. Moreover, both the change in the concentration of nitrate nitrogen in the rainy/dry seasons and the average concentrations were found to decrease rapidly after grouting material injection. Consequently, the application of TLS proposed in the study turned out to be appropriate to prevent aquifer contamination.

• 시스템엔지니어링학술지
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• 제17권1호
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• pp.11-20
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• 2021

Decontamination of systems, structures and components (SSC) during the decommissioning of a Nuclear Power Plant (NPP) can be for a variety of reasons. The main reasons for decontamination are: to reduce the contamination of SSC to a reasonably low level, to reduce the potential for the spread of contaminants into the environment and to reduce the cost of disposal due to the reduced level of contamination in a particular SSC. The decontamination technique can be aggressive or non-aggressive depending on the intent after the decontamination process. Aggressive decontamination technique is used when the intent is not to reuse the SSC while a non-aggressive decontamination technique is used with the intent of SSC reuse. For different SSCs there are different decontamination techniques that can be used, each having its own advantages and drawbacks. Metal components such as pipes in the nuclear power plant account for a large amount of nuclear wastes generated. Some of these wastes can be reused if the contaminant level is reduced to an acceptable level. Laser ablation is a non-aggressive decontamination technique that can be used to reduce the contamination in pipes to an acceptable level with no secondary waste generated during the process. The operation and control of a laser ablation device must be precise to achieve a high decontamination factor. This precision can be achieved by a well-designed motion control system. For this purpose, a motion control system was developed consisting of two parts: the first part being the precise control of the laser ablation device inside the pipe and the second part is the control of the laser ablation device outside the pipe. This paper describes the Systems Engineering approach for the development process of a motion control system for the Laser decontamination system.

• 한국지하수토양환경학회지:지하수토양환경
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• 제18권1호
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• pp.36-45
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• 2013

We analyzed natural radionuclides in 80 wells in volcanic rock areas and investigated environmental characteristics. Uranium and radon concentrations ranged from ND to $9.70{\mu}g/L$ (median value: 0.21) ${\mu}g/L$, 38~29,222 pCi/L (median value: 579), respectively. In case of gross-${\alpha}$, 26 samples exceeded MDA (minimum detectable activity, < 0.9 pCi/L) value and the activity values ranged from 1.05 to 8.06 pCi/L. The radionuclides concentrations did not exceed USEPA MCL (maximum contaminant level) value of Uranium ($30{\mu}g/L$) and gross-${\alpha}$ (15 pCi/L). But Rn concentrations in 4 samples exceeded USEPA AMCL (Alternative maximum contaminant level, 4,000 pci/L) and one of them showed a significantly higher value (29,222 pCi/L) than the others. The levels of uranium concentrations in volcanic rock aquifer regions were detected in order of andesite, miscellaneous volcanic rocks, rhyolite, basalt aquifer regions. Radon, however, was detected in order of miscellaneous volcanic rocks, rhyolite, andesite, basalt aquifer regions. The correlation coefficient between uranium and radon was r = 0.45, but we found that correlations of radionuclides with in-situ data or major ions were weak or no significant. The correlation coefficient between the depth of wells and uranium concentrations was a slightly higher than that of depth of wells and radons. Radionuclide concentrations in volcanic rock aquifers showed lower levels than those of other rock aquifers such as granite, metamorphic rock aquifers, etc. This result may imply difference of host rock's bearing-radioactive-mineral contents among rock types of aquifers.

• 대한환경공학회지
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• 제33권1호
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• pp.60-70
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• 2011

본고에서는 현재 시행중인 해양오염퇴적물질 관리용 유해화학물질 정화지수($CI_{HC}$)를 대상으로, $CI_{HC}$은 동일하나 유해 물질별 함량이 다른 해저퇴적물들이 같은 생물위험을 보이는가를 판단하려 하였다. 이를 위해 5개의 가상 오염퇴적물을 설정하고, 퇴적물 위험평가를 위한 트로픽트레이스 모형($TrophicTrace^{(R)}$ model)을 이용하여, 이 가상 퇴적물이 쥐노래미(Hexagrammos otakii)에 대해 미치는 생물위험을 최대무작용량에 기반한 독성지수(NOAEL TQ)와 최소작용량에 기반한 독성지수(LOAEL TQ)로 평가하였다. 쥐노래미에 대한 NOAEL TQ의 합계는 5개 가상 오염퇴적물에서 0.69~1.54의 범위였고, LOAEL TQ의 합계는 0.111~0.261로 약 2배 이상의 차이가 났다. 이는 퇴적물 유해물질 환경기준이 해양저서무척추동물군집에 대한 영향만을 고려하고 사람으로 연결되는 식용의 쥐노래미에 대한 영향을 반영하지 않기 때문으로 사료된다. 인체에 대한 비발암위험지수(HI) 값은 PCB의 경우 9.8~47.1로 매우 위험한 것으로 나타났다. PCB의 발암위험도는 5개 퇴적물에서 $39{\sim}190{\times}10^{-5}$으로 높게 나타났으며 As의 경우에도 $8.1{\sim}18.0{\times}10^{-5}$으로 높게 나타났다. 유해화학물질정화지수가 8로 동일한 5개 가상 오염퇴적물에서 비발암위험지수(HI) 및 발암위험도가 서로 매우 다르게 나타난 것은 각 오염물질별로 인체에 악영향을 미치는 정도가 다르기 때문이다.

• 분석과학
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• 제16권1호
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• pp.39-47
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• 2003

시료 전처리가 필요 없는 감마선 분광분석법을 이용하여 지하수 중의 라듐 ($^{226}Ra$) 분석을 위한 측정법을 확립하였다. 방사평형된 딸핵종을 이용한 라듐의 분석 시 가장 문제가 되는 대기 중 라돈 딸핵종에 의한 바탕계수는 측정함 내부로 질소가스를 흘려주므로써 해결하였고, 라듐과 그 딸핵종들 사이의 방사평형 과정에서 생성된 라돈가스의 용기 외부로의 누출은 밀폐된 알루미늄 용기를 사용함으로써 방지할 수 있었다. 또한 측정용기 내부의 공기층에 의한 방사능 변화정도를 조사하기 위하여 임의로 공기층을 만들어 측정한 결과, 물 속에 녹은 라돈의 공기층으로의 발산에 의한 방사능 변화정도는 통상적인 측정오차인 5% 범위 이내였다. 측정 시 검출기 주위로 질소가스를 흘려줌으로서 대기 중 라돈 딸핵종에 의한 간섭을 제거하였고, 검출하한값을 0.02 Bq/L로 낮출 수 있었다. 이는 최근 US Environmental Protection Agency (EPA)에 의하여 제안된 지하수 중의$^{226}Ra$ Maximum Contaminant Level (MCL)인 0.74 Bq/L보다 충분히 작은 값으로서 감마선 분광법을 이용하여 지하수 중의 라듐을 방사능 농도를 정확히 결정할 수 있다는 것을 확인하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제26권6호
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• pp.36-46
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• 2021

The Soil Health Index (SHI) developed by Park et al. (2021) is used to evaluate soil health on remediated soils collected from several remediation project sites and monitored the changes of SHI during the remediation process of land farming, soil washing, and thermal desorption. In the case of land farming, the soils remediated below a legal standard didn't show any significant changes in indices of SHI except the downgrade of available phosphate from medium to a low level. The SHI scores were ranged from 52 to 56 in the contaminated soil and 54 to 57 in the remediated soil. With soil washing, bulk density changed from high to a low level, and available phosphate was lowered from medium to low level. As the SHI scores were evaluated as 58 to 63 for contaminated soil and 38 to 42 for remediated soils. For thermal desorption, soil respiration rate was reduced from high to low level and SHI was scored as 50 to 51 for contaminated soils and 43 to 47 for remediated soils. Even though any abrupt changes of the SHI in remediated soils were not identified in the soils used in this study, it is expected that soil in different conditions such as types and concentrations of contaminant and soil characteristics would result in distinguished changes of the SHI. There is a room for more studies collect diverse information on SHI across the country.

• 자원환경지질
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• 제55권6호
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• pp.563-570
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• 2022

이 조사는 지상에 존재하는 지하수의 잠재오염원(저장탱크)으로부터 오염물질 누출 시, 이를 조기 진단하기 위한 지하수 오염관측망의 설계 인자로서 부지 규모 지하수환경의 시공간적 변동성을 파악하고자 시행되었다. 부지 내 위치한 저장탱크 주변에 22~25 m 심도로 3개의 관측공을 설치하고, 이들로부터 약 22개월 동안 2분 간격으로 지하수위와 수온 변화를 관측하였으며, 이 자료는 주변 기상관측소의 강수 및 기온 자료와 비교 분석되었다. 조사기간 동안 지하수위의 연 변화와 강수 현상에 대한 반응, 지하수온의 변동과 기온에 대한 지연시간 등은 비교적 작은 규모의 부지에서도 지하수 흐름과 유동 경로의 복잡성을 지시한다. 따라서 오염누출 감시를 위한 지하수 관측망은 상세한 부지특성화 조사 결과에 근거하여 부지 지하수환경의 복잡성을 충분히 고려하여 설계되어야 한다.