• Proceedings of the Korean Nuclear Society Conference
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• 1997.10a
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• pp.387-391
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• 1997

냉각재중의 방사능을 띤 성분 중에는 이온교환기에서 제거가 가능한 이온성분과 함께 필터에 의해서 주로 제거되는 입자성 물질로 존재한다. 운전중의 냉각재내 방사성 부식생성물의 물리적 조성 분포 측정 결과에 따르면 90%이상이 0.45$mu extrm{m}$필터에 의해 제거되는 입자성 물질로 구성되어 있다. 이로 인해 새수지 충전후 얼마 사용하지 않은 탈염기의 제염계수가 탈염기에서 완벽한 제거가 어려운 입자성 부식생성물로 인해 10이하를 나타낼 수 있다. 1차계통에 쓰이는 수지의 성능검사를 위해 사용하고 있는 현재의 제염계수 측정법은 다음과 같은 두가지 이유로 완벽하지 않음을 알 수 있다. 첫째, 냉각재중의 방사능을 띤 성분중에는 이온교환기에서 제거가 가능한 이온성분과 함께 필터에 의해 제거되는 입자성 물질도 함께 존재하므로 탈염기의 제염계수 측정 절차는 입자성 물질을 배제한 후 측정해야 하며, 특히 수치 교체를 결정하기 위한 제염계수 측정시에는 여과된 여액으로 방사능 농도를 측정하는 것이 바람직하다. 둘째 운전중인 냉각재의 시료중에는 핵분열 수율이 높고 핵연료봉 손상부위로 유출이 용이한 불활성 기체핵종들이 많이 존재하며, 탈염기 후단에서 채취한 시료중에도 많이 존재하고, 시료 이송과 방사능 측정동안의 짧은 시간동안에도 계속 붕괴반응함으로서 새로 생긴 핵종으로 인해 마치 탈염기의 제거능이 낮은 것으로 오판될 수 있다. 이러한 측정 오차인자를 고려하여야 1차계통 탈염기의 교환능력을 정확히 판정할 수 있다.

• Journal of Korean Society of Water and Wastewater
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• v.24 no.5
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• pp.595-601
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• 2010

It is evident that Korea will continue its battle with water shortage and alternative program are being taken into action. One of the main actions is reusing 1,800 tons of effluent of 357 sewage treatment plant located nationwide. Therefore this study supplemented ozone oxidation methods that would increase the efficiency of organic oxidation and coagulation. Through this method, fouling will be controled sufficiently by preventing membrane process in the system for advanced sewage treatment. In this study, ozone-coagulation-microfiltration membrane were used. The final removal efficiency of the pretreated water from the result of the ozone-coagulation were 50% of CODcr, 38% of TP and 11% of TOC respectively. Water quality treatment has decreased about 80% for TP. Ozone-coagulation-microfiltration membrane maintains the high flux while decreasing the number of organic matter and the membrane fouling, and reducing the TP. As a result, in order to reuse the water from the sewage, the ozone-coagulation-microfiltration membrane type must be considered in order to achieve the best efficiency.

• Journal of Environmental Science International
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• v.9 no.3
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• pp.223-228
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• 2000

The purpose of this study is to evaluate the purification capacity of pollutants by column test with the tidal flat sediment. Sediment materials were taken from Chunjangdae tidal flat which located in Chungnam Seochungun. The column tests were conducted on four conditions(R1 : raw sewage filtered by G2 filter, R2 : sterilized sewage after filtered by GF/C filter, R3 : R2 /filtered(membrane) seawater (1:1), R4 : R2 /filtered(membrane) seawater(1:2)). The results of this study may be summarized as followed ; The removed COD by column tests were increased according to increasing the quantity of sewage. During the column tests of 580min, the total removed ammonia nitrogen were 90.1mg for R1, 81.0mg for R2, 27.6mg for R3 and 4.1mg for R4. The result was similar to COD experiment. During the 580min, the total removed total-phosphates were 3.4mg for R1, 4.2mg for R2, 5.6mg for R3 and 2.0mg for R4. The removal efficiency of Pb and Cd for R3 and R4 reactor were higher than R1 and R2 reactor. The remove of heavy metal by the column test was high in sample with seawater. But in the initial 20min, the adsorbed Pb and Cd showed about 3% of the total adsorbed Pb and Cd during 580min.

• Journal of Korean Society of Environmental Engineers
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• v.39 no.12
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• pp.664-671
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• 2017

Non-point source pollution is the emission source that unspecifically releases pollutants to water system from unspecific places such as cities, agricultural lands, mountains, and construction sites and its discharge path is not easily identified. Also, it is difficult to design and manage the reduction facilities for the emission quantity is primarily affected from weather conditions like rainfall. Since 2006, the significance of non-point source pollution reduction has been grown in Republic of Korea and this reinforces needs for the installation of reduction facilities. However, because the standards for the installation details and reduction efficiency are not clarified by law, people are preferring technologies that do not require particular maintenance and high expenses. The purpose of this study is to examine and maintain the efficiency of non-point source pollutants reduction facility which uses expended polypropylene as a media. The higher the depth of the media, the less range of variations in the reduction efficiency was observed and the final efficiency was also increased. When the media depth was 60 cm, the average reduction efficiency was 94% and 90% where linear velocities were 10 m/hr and 20 m/hr respectively. The results from 180 minutes operation in 10 m/hr and 20 m/hr of linear velocities were slightly different in head loss changes which were caused by media depth variations. The backwash experiments which were conducted in triplicate showed the reduction efficiency decreased as the time went on because of the media clogging. However, it was found that after the backwashing the reduction efficiency was increased as effective as the efficiency of the initial filtration.

• The Journal of Engineering Geology
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• v.29 no.1
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• pp.51-68
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• 2019

This study performs to evaluate adaptability of seashore filtering type seawater-intake which adapts dua1 filter well alternative for direct seawater-intake. This study varies filter condition of seashore free surface aquifer which is composed of sand layer then installs real size dual filter well and single filter well to evaluate water permeability and proper pumping amount according to filter condition. According to result of step aquifer test, it is analysed that 110.3% synergy effect of water permeability coefficient is happened compare to single filter since dual filter well has better improvement. dual filter has higher water permeability coefficient compare to same pumping amount, this means dual filter has more improved water permeability than single filter. According to analysis result of continuous aquifer test, it is evaluated that dual filter well (SD1200) has higher water permeability than single filter well (SS800) by analysis of water permeability coefficient using monitoring well and gauging well, it is also analysed dual filter has 110.7% synergy effect of water permeability coefficient. As a evaluation result of pumping amount according to analysis of water level dropping rate, it is analysed that dual filter well increased 122.8% pumping amount compare to single filter well when water level dropping is 2.0 m. As a result of calculating proper pumping amount using water level dropping rate, it is analysed that dual filter well shows 136.0% higher pumping amount compare to single filter well. It is evaluated that proper pumping amount has 122.8~160% improvement compare to single filter, pumping amount improvement rate is 139.6% compare to averaged single filter. In other words, about 40% water intake efficiency can be improved by just installation of dual filter compare to normal well. Proper pumping amount of dual filter well using inflection point is 2843.3 L/min and it is evaluated that daily seawater intake amount is about $4,100m^3/day$ (${\fallingdotseq}4094.3m^3/day$) in one hole of dual filter well. Since it is possible to intake plenty of water in one hole, higher adaptability is anticipated. In case of intaking seawater using dual filter well, no worries regarding damages on facilities caused by natural disaster such as severe weather or typhoon, improvement of pollution is anticipated due to seashore sand layer acts like filter. Therefore, It can be alternative of environmental issue for existing seawater intake technique, can save maintenance expenses related to installation fee or damages and has excellent adaptability in economic aspect. The result of this study will be utilized as a basic data of site demonstration test for adaptation of riverside filtered water of upcoming dual filter well and this study is also anticipated to present standard of well design and construction related to riverside filter and seashore filter technique.

• Transactions of the Korean Society of Automotive Engineers
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• v.8 no.4
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• pp.34-41
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• 2000

The purpose of this research was to investigate the effects of exhaust gas recirculation(EGR) with diesel particulate filter(DPF) on heavy duty diesel engine. The exhaust gas was recirculated to the intake manifold after the smoke was eliminated in the DPF, The major conclusions of this research are i)at each engine speed EGR ratio was able to 60% maximum ii) the amount of NOx emissions was decreased to 90% at high engine load and to more than 60% at low engine load and iii) the amout of NOx emissions was increased to five times according to the increase of engine load but the effect of EGR is more effective at high engine load.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05c
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• pp.526-531
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• 1996

국내의 방사성 동위원소 (Radioisotope; RI) 사용기관에서 발생, 수거되어 현재 원자력연구소 저장고 내에 보관중인 폐기물중 가연분을 대상으로 소각실증실험을 수행하였다. 폐기물 발생일을 기준하여 최소 2년이상이 경과한 RI 폐기물을 소각한 결과 폐기물의 부피와 무게를 각각 약 1/250, 1/30로 줄일 수 있었으며, 소각운전중 배출기체의 농도는 환경관련법상의 배출허용기준치 이하, 배출방사선량은 검출기의 측정한계 이하였다. 방사성동위원소 추적자로 I-131 ($Na^{131}$ I형태, 총 2mCi)을 사용한 모의 폐기물을 소각한 결과 대부분의 방사능은 소각재에 잔존하기 보다는 휘발되어 배기체와 함께 거동하며 주로 포대여과기의 여과층에서 잡히는 것으로 나타났다.

• Journal of Intelligence and Information Systems
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• v.1 no.1
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• pp.111-122
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• 1995

전통적으로 스케줄링 문제를 해결하기 위해 LP(Linear Programming) 기법이 주로 적용되어 왔으나, 스케줄링 문제의 많은 자원과 지식, 제약조건의 복잡한 상관 관계를 LPrl법으로 표현하고 처리하기가 쉽지 않다. 따라서 최근에는 AI 기법을 스케줄링 문제에 많이 적용하고 있고, AI 기법은 지식 표현 및 휴리스틱을 다루기에 효과적이므로 문제를 모델링하고 해결하는데 용이하다 할 수 있다. 본 논문에서는 AI 기법을 기반으로 하여 스케줄링에 적합한 휴리스틱 및, 탐색기법, 지식표현 방법등을 연구하고, 이를 바탕으로 코스 스케줄링 시스템을 구현하였다. 먼저 시스템은 전체적으로 메타프로그래밍을 통하여 초기 스케줄링(initial scheduling)과 동적스케줄링 (reactive scheduling)을 수행하도록 하였다. 메타프로그램이 초기 스케줄링을 수행할때에는 휴리스틱과 자체적인 도메인 여과기법을 적용하여 탐색 공간의 불일치 요소(inconsistency)를 제거시킴으로써 백트랙킹의 발생을 최소화시켰다. 또한 초기 스케줄링의 결과를 가지고 메타프로그래밍이 동적 재스케줄링을 수행할때에는 제약조건을 통한 휴리스틱을 이용하여 초기해에 대한 조정을 최소화할 수 있는 메카니즘을 제시하였다. 이에 대한 적용 결과는 실험을 통하여 기존의 논리 언어가 제공하는 탐색 알고리즘과 비교하고 분석하였다.

• Proceedings of the Membrane Society of Korea Conference
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• 1998.10a
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• pp.137-139
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• 1998

계면활성제는 섬유, 의약품, 화장품, 식품, 조선, 토목, 건축, 광업, 가정용 세제 등 인간생활에 폭넓게 이용되고 있다. 계면활성제의 사용범위가 넓어짐에 따라 계면활성제 자체의 오염성 때문에 분리대상 물질이나 재사용을 위한 회수물질로 간주되고 있다. 특정물질의 분리$\cdot$회수를 위한 분리막 기술은 공정이 간단하고 상변화를 수반하지 않으므로 에너지 소모가 작은 장점들을 가지고 있어 폐수처리, 수처리, 대기오염 방지등에 이용되고 있다. 본 연구에서는 비교적 소수기가 짧아서 저온에서도 잘 녹고, 세정성이 양호하여 세제, 유화제, 섬유제품의 침투제로 널리 이용되고 있는 음이온 계면활성제 SDS와 SLS용액의 한외여과에 대한 투과실험을 수행하였다. 또한 음이온 계면활성제와 인체에 유해한 금속이온($Cd^{++}, Cu^{++}, Zn^{++}$) 혼합물에 대한 제거실험을 실시하였다.

• Journal of Adhesion and Interface
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• v.17 no.4
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• pp.149-154
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• 2016

In this study, natural polymer-based virus neutralizing agent was developed in an attempt to replace the conventional sterilization method for mammalian cell culture. A catechol conjugated heparin was synthesized by using EDC chemistry, and it show unique binding ability to virus which has heparin affinity (adenovirus, adeno-associated virus). To evaluate neutralization ability of catechol conjugated heparin, adeno-associated virus was used for test model, instead of using a pathogenic virus. The catechol conjugated heparin exhibited resistance to high concentration of salt and complete inactivation of adeno-associated virus. The result suggests that the catechol conjugated heparin, which is biocompatible and efficiency, may replace conventional sterilization method for mammalian cell culture.