• Membrane Journal
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• v.18 no.3
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• pp.241-249
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• 2008

This study is to concentrate vanadium in Jeju groundwater using reverse osmosis processes, and to utilize the concentrate for vanadium water. Groundwater samples were taken from Wahyul, Ayum, and Seogwipo groundwater wells with different in vanadium content each other. Their vanadiuln concentrations were 31.8, 44.5, and 53.0 ppb, respectively. The rejection coefficients of every component in groundwater were increased with the increase of TMP At the TMP of $8 kg_f/cm^2$, the rejection coefficients of vanadium, sodium, potassium, aluminium, iron, and barium were $97.4%{\sim}99.0%,\;97.7%{\sim}97.8%,\;98.0%{\sim}98.3%,\;94.8%{\sim}97.5%,\;88.0%{\sim}96.4.0%$, and $97.9{\sim}98.0%$, respectively. And those of magnesium, calcium, chromium, mauganese, and strontium in three groundwater were more than 99.0% at the same TMP. It was possible that vanadium contents of Wahyul, Ayum and Seogwipo groundwater were concentrated into 58.6, 118.9, and 165.1 ppb, respectively, by 6 stages treatment at the recovery ratio of 15%. And these concentrated water (vanadium water) did not exceed the permissible drinking water standards.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.4
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• pp.815-820
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• 2015

For the establishment of effective water resources management platform for Jeju-Island, the characteristics, including surface runoff, evapotranspiration, groundwater recharge and discharge are to be properly quantified. Among these hydrologic components, interception due to vegetation is very important factor but it is hard to be quantified. After Von Hoyningen-Huene (1981) found the relationship between LAI (Leaf Area Index) and interception storage, LAI has been used for key factor to estimate interception and transpiration. In this study the equation suggested by Kozak et al. (2007) is implemented in SWAT-K (Soil and Water Assessment Tool - Korea) model and is tested at the Cheonmicheon watershed in Jeju-Island. The evaporation due to interception was estimated as 85~104mm, 8~11% of whole evaporation. Therefore it is necessary to consider the evaporation due to interception as a controlling factor to water budget of this watershed.

• Journal of Soil and Groundwater Environment
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• v.26 no.3
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• pp.1-13
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• 2021

Groundwater monitoring is commonly practiced with real-time sensors placed in several depth spots in aquifer. However, this method only provides monitoring data at the point where the sensors are installed. In this study, we developed a vertical line monitoring system (VLMS) that can provide continuous data of groundwater parameters along the vertical depth. The device was installed in a well located on the coast of the eastern part of Jeju island to monitor electrical conductivity, temperature, salinity, pH, dissolved oxygen, and oxidation-reduction potential over approximately 3 months from September 11 to December 3, 2020. The results indicated that the groundwater levels fluctuated with the tidal change of seawater level, and the upper and lower boundaries of the freshwater and saltwater zone in the groundwater were located at below 16 m and 36 m of mean sea level, respectively. There was a large variation in EC values during the high tide and temperature change was the greatest during flow tide. Although further investigation is needed for improvement of the device to obtain more accurate and reliable data, the device has a potential utility to provide fundamental data to understand the seawater intrusion and transport mechanisms in coastal aquifers.

• Journal of the Korean Society of Groundwater Environment
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• v.6 no.4
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• pp.180-187
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• 1999

Transmissivity is often estimated from specific capacity data because of the expense of conducting standard aquifer test to obtain transmissivity and the relative availability of specific capacity data. Most often, analytic expression relating specific capacity to transmissivity derived by Theis (1963). Brown (1963). and Logan (1964) are used in this analysis. The analytic solution typically used to predict transmissivity from specific capacity in alluvial aquifers assuming influence radius and/or storage coefficient of the aquifers. But those do not agree well with the measured transmissivity in fractured rock aquifers and in heterogeneous aquifers. Razack-Huntely (199l). Huntely-Steffey (1992). and Mace (1997) proposed emphirical rotations between specific capacity and transmissivity in heterogeneous alluvial aquifers. fractured rock aquifers, and karst aquifers. This study focuses on comparison between transmissivity and specific capacity data in volcanic rock aquifers of Jeju Island. Emphirical relation between the log of transmissivity and the log of specific capacity suggests they no linearly related (correlation coefficient 0.951) and the width of $\pm$0.25 log cycles in transmissivity includes 96.6% of data.

• Water for future
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• v.48 no.3
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• pp.26-35
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• 2015

• Annual Conference of KIPS
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• 2010.04a
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• pp.527-530
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• 2010

최근에 웰빙 열풍에 의해 사람들이 기능성 음료, 건강 차, 마시는 물 등에 대한 관심도가 나날이 높아지고 있다. 그러나 사람들이 웰빙 열풍에 따라 건강에 좋은 물에 높은 관심을 갖고 있기는 하지만 실제로 자신들이 마시고 있는 물의 웰빙성에 대한 정보는 피상적인 수준에 머물고 있다. 왜냐하면, 물에 대한 기존 홍보 방법들이 단방향 형태의 단편 정보를 전달하는 수준에 그치고 있기 때문이다. 특히, 최근에 각광을 받고 있는 UCC를 활용하여 물의 브랜드를 제고시키는 연구는 아직 미미한 상태에 머물고 있으며, 상호작용성이나 체험성 형태를 제대로 갖추지 못하고 있다. 이에 본 논문에서는 제주 물에 대한 효과적인 브랜딩 방안으로 첨단 정보 기술과 제주 물의 특성을 융합하는 접근으로 체험형 UCC를 어떻게 제작할 것인지를 알아본다. 다양한 물 종류 중에서도 국내에서 우수한 물로 인정받고 있는 제주 물의 브랜드 제고를 위해 정보 기술과의 효과적인 융합에 초점을 맞추고자 한다. 제주 물은 지하수로 화산 암반수이기 때문에 제주를 다녀갔던 관광객을 비롯한 대부분 일반 사람들은 제주 물의 실체를 직접 보거나 체험해 볼 수 없다. 그러므로 단순히 제주 물을 홍보하는 UCC 형태를 탈피하여 상호작용적 체험을 통해 제주 물의 우수성과 브랜드를 보다 효율적으로 전달할 수 있는 방안을 제시한다. 또한, 3D 기술을 이용하여 입체적으로 제주의 물의 웰빙성을 느껴볼 수 있는 방안을 제시하고자 한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.2
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• pp.32-38
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• 2020

This study summarizes test methods and evaluation methods for examining the thermal characteristics of Jeju-type ground heat exchangers (GHXs) installed on Jeju Island, and analyzes the ground temperature and thermal characteristics of ground heat exchangers installed in various regions by using thermal response tests (TRT). Jeju Island is composed of volcanic rock layers, and the groundwater flow is well developed. A Jeju-type GHX can be installed up to 30 m from groundwater level after drilling a borehole. The ground heat exchanger has a structure in which several pipes are inserted into the borehole. In order to examine the characteristics of the Jeju-type GHX, tests were conducted on ground heat exchangers installed in four places on Jeju Island (Pyoseon, Jeju, Namwon, and Hallym). As a result of the analysis of the Jeju-type ground heat exchanger, the ground circulating water temperature stabilized according to the heat injection, depending on the installed location, and was formed within one to three hours. The ground heat exchanger capacity in Hallym was highest at 73.4 kW (cooling) and 82.8 kW (heating), and the Jeju-type calculation was lowest at 34.1 kW (cooling) and 23.3 kW (heating).

• Journal of the Korean Society of Groundwater Environment
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• v.2 no.2
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• pp.49-57
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• 1995

Areas of Chungyang in Chungcheongnamdo, Cheju island and Georgia in U.S.A. were selected to calculate their groundwater ages and dispersion parameters using tritium. Piston flow model, Completely mixing model and Dispersion binomial model which calculate men residence times, and Dispersion normal model and Dispersion model(C$\_$FF) which calculate mean residence times and dispersion parameters simultaneously were applied. Since the input data, tritium concentrations of rainwaters, lack in part, tritium input function was prepared using the correlation of tritium concentrations of rainwaters of Pohang, Korea and Ottawa, Canada. Similar results of PFM and DBM reflect the intrinsical similarity of two models, assumption of low dispersion. The ages of sites of showing relatively higher tritium concentrations than other sites in the sam, region were not calculated by CMM. Since the calculations of DNM and DM(C$\_$FF/) provide the combination of wide ranges of parameters and groundwater ages, the ranges of dispersion parameters were narrowed down under the assumption that ages calculated by PFM and DBM are correct. Since large variation of tritium concentrations of outflows in a same region may reflect the different characteristics of each groundwater flow regime, using only one specific model on a whole region is not recommended.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.131-131
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• 2023

지하수는 담수-염수 경계면의 형성 및 변동 특성, 지하수위 분포 및 변동특성에 따라 기저지하수, 준기저지하수, 상위지하수 등으로 구분된다. 이 중, 기저지하수는 담수(1,000g/cm³)와 염수(1,025g/cm³)의 비중 차이에 의해 담수가 염수 상부에 Ghyben-Herzberg 원리에 의해 부존한다. 본 연구에서는 부존 형태에 따른 지하수위 변동을 보고자 하였다. 먼저 이상화된 지형에서 부존형태에 따른 지하수위 변동의 영향을 확인하고자, OpenGeoSys 모형을 이용하여 3차원 수치모의를 수행하였다. 그 결과 상위지하수의 지하수위보다 기저지하수 조건에서의 지하수위가 낮아진 것을 확인할 수 있었다. 이는 부존 형태의 차이로 인해 발생되는 담수-염수 비중 차이가 지하수위 변동에 영향을 미친다는 것을 파악할 수 있었다. 또한, 실제 지형에 적용하여 지하수위의 변동성을 분석하기 위해서, 제주 남부 중서귀 유역을 대상으로 수치모의를 수행하였다. 모형 검증은 범위 내 4개의 관측지점에서의 2022년 지하수위 자료를 이용하였다. 검증된 모델에 염분 농도 조건을 추가하여 기저지하수를 형성하여 모의를 수행했다. 따라서 본 연구는 부존 형태의 차이로 인해 발생되는 담수-염수 비중 차이가 지하수위에 끼치는 영향을 파악할 수 있었다. 향후, 상위지하수에서 염수가 침입했을 때, 수위 저하에 따라 감소되는 지하수위량을 예측할 수 있을 것이라 기대된다.

• Journal of Korea Water Resources Association
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• v.57 no.9
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• pp.633-643
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• 2024

Many coastal countries have developed and used a wide range of technologies and policy measures to protect freshwater aquifers and groundwater resources from seawater intrusion, and have established and implemented a foundation to legally and institutionally support them. This study covers coastal states in the eastern United States, the Netheland, India and Japan. The goal of this study is to analyze each country's legal and policy measures for coastal groundwater management. By introducing Jeju Island's groundwater standard level system, we aim to provide a basis for future discussions on groundwater management measures not only in Jeju Island but also in coastal areas of Korea. As a result of the analysis, despite the various contents and aspects of coastal groundwater management based on local issues and characteristics around the world, in order to achieve the common goal of securing a stable amount of groundwater withdrawal and preventing seawater intrusion and to maximize the efficiency of groundwater management, it is understood that attempts are being made to establish optimal management measures, laws, systems, and policies based on several key factors. First, considering the hydrogeological characteristics and status of coastal groundwater, a separate special management system is being established and implemented within the scope of the national groundwater management system. In addition, preventing and maintaining groundwater level decline through limiting the amount of groundwater withdrawal and preventing seawater intrusion are key policy goals and policy tools, and it is suppored by research and development. Finally, tt was found that synergy effects are being sought by using various other policy tools and measures in a complex manner.