• 대한두경부종양학회:학술대회논문집
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• 2003.11a
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• pp.236-236
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• 2003

• Membrane Journal
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• v.19 no.3
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• pp.194-202
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• 2009

In this study periodic water-back-flushing using permeate water was performed to minimize membrane fouling and to enhance permeate flux in advanced water treatment by tubular ceramic ultrafiltration membrane for Gongji stream in Chuncheon city. The back-flushing period (FT, filtration time) 2 min with periodic water-back-flushing of 15 sec showed the highest value of dimensionless permeate flux (permeate flux vs. initial permeate flux), and the lowest value of resistance of membrane fouling. Also in the results of BT effect at fixed FT 10 min, BT (back-flushing time) 20 sec showed the lowest value of resistance of membrane fouling and the highest value of dimensionless permeate flux, and we could be obtained the highest total permeate volume of 107.3 L. Consequently FT 10 min and BT 20 sec could be the optimal condition in Gongji stream water treatment, which was the exactly same results of our previous tubular alumina microfiltration. Then the average rejection rates of pollutants by our tubular ceramic UF system were 97.0% for turbidity, 32.1 % for chemical oxygen demand by manganese method, 28.8% for ammoniac nitrogen and 54.4% for T-P.

• Korean Journal of Ecology and Environment
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• v.46 no.4
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• pp.488-498
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• 2013

A three-dimensional hydrodynamic model was applied to the Lake Euiam. The lake has three inflows, of which Gongji Stream has the smallest flow rate and poorest water. The dam-storage volume, watershed area, lake shape and discharge type of the Chuncheon Dam and the Soyang Dam are different. Therefore, it is difficult to analyze the water plume and mixing pattern due to the difference of the two dams regarding the amount of outflow and water temperature. In this study, we analyzed the effects of different characteristics on temperature and conductivity using the model appropriate for the Lake Euiam. We selected an integrated system supporting 3-D time varying modeling (GEMSS) to represent large temporal and spatial variations in hydrodynamics and transport of the Lake Euiam. The model represents the water temperature and hydrodynamics in the lake reasonably well. We examined residence time and spreading patterns of the incoming flows in the lake based on the results of the validated model. The results of the water temperature and conductivity distribution indicated that characteristics of upstream dams greatly influence Lake Euiam. In this study, the three-dimensional time variable water quality model successfully simulated the temporal and spatial variations of the hydrodynamics in the Lake Euiam. The model may be used for efficient water quality management.

• Proceedings of the Membrane Society of Korea Conference
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• 1997.04b
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• pp.40-42
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• 1997

수처리 공정의 목적은 원수 중에 포함된 콜로이드, 미립자 등의 현탁물질, 이온과 유기물 등의 용해성 물질의 제거로, 이러한 목적을 위해서 수처리공정에 막분리 기술을 이용하는데 관심이 높아지고 있고, 이미 일부에서는 실용화되었다. 분리막에는 분리막의 기공의 크기에 따라 역삼투막, 한외여과막, 정밀여과막이 있으며, 대상 폐수 및 처리수의 재활용 여부에 따라 선정하여 사용한다. 본 연구에서는 폴리설폰 재질의 중공사하여 한외여과막을 사용하여 하천수를 처리하여 투과수와 원수의 수질을 비교함으로써, 분리막 기술에 의한 하천수처리의 타당성 및 처리 효율을 고찰해 보고자 하였다. 대상 원수로 최근 생활하수의 유입으로 수질이 악화되고 있는 소양강의 한 지류인 공지천의 물을 사용하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.12 no.8
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• pp.3752-3757
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• 2011

This paper suggests two strategies for the restoration of the Seongbukcheon in Seoul. One is the neighborhood-type development and the other is the construction of the flat open spaces. For the neighborhood-type development, the characteristic of each of the streets which are connected with Seongbukcheon was comprehended and the differentiated approaches for each of them were taken. For the construction of the flat open spaces, the necessity of the flat public open spaces was verified and the strategies for this was suggested.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1824-1828
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• 2007

본 연구에서는 농촌, 산림 및 도시유역에서 발생하는 비점원오염이 하천 수질에 미치는 영향에 관하여 분석하였다. 연구 유역으로는 농촌유역인 유포리, 산림유역인 학술림 및 도시유역인 공지천 등 3개 유역을 선정하였다. 유포리 유역의 면적은 $1.96\;km^2$으로 토지이용은 밭 7.5%, 논 11%, 과수원 1.95%를 제외한 70%가 임야지역으로 나타났다. 산림유역은 면적이 $3.9\;km^2$으로 임산실습을 위한 제탄소 등 교육 및 연구시설을 제외한 대부분(99%)이 산림으로 잘 보전되어 있다. 춘천시에 위치한 공지천 유역은 구시가지와 산림으로 구성되어 있고, 면적은 $0.19\;km^2$중 불투수면적이 $0.15\;km^2$으로 유역면적의 81.9%를 차지한다. 연구유역별로 강우시에는 5분, 건기시에는 30분 간격으로 수위를 측정한 후 수위-유량 곡선을 이용하여 유량으로 환산하였다. 수질 자료는 강우시에는 1일 3회 이상, 건기시에는 2주일에 1회 채취 하여 T-N과 T-P의 분석항목을 환경부 제정 수질 공정시험법의 제반 규정에 따라 분석하여 유역별 오염부하를 산정하였다. 농촌 및 산림유역의 T-N과 T-P의 평균농도는 8.3 mg/L 및 0.3mg/L, 2.4 mg/L 및 0.1 mg/L로 나타났고 도시유역의 건기시와 강우시의 T-N과 T-P의 평균농도는 28.1 mg/L 및 3.1 mg/L, 20.6 mg/L 및 2.5 mg/L로 나타났다. 농촌, 산림 및 도시유역의 T-N과 T-P의 연오염부하는 각각 270.60 kg/ha 및 8.64 kg/ha, 223.16 kg/ha 및 13.87 kg/ha 그리고 612.37 kg/ha 및 69.14 kg/ha이 발생하였다. 100mm 이상의 강우가 발생한 $6{\sim}9$월의 유포리와 학술림의 T-N과 T-P의 오염부하가 연오염부하의 86% 및 88% 그리고 66% 및 82%로 나타나 강우량이 오염부하에 큰 영향을 미치는 것으로 나타났다. 그러나 도시유역의 오염부하는 강우량이 많은 $6{\sim}8$월보다 강우량이 적은 5월과 12월에 크게 나타났다. 토지이용별 T-N과 T-P의 연오염부하는 도시>농촌>산림유역의 순서로 나타났다. 공장, 가정하수, 생활하수 등의 오염원이 많은 도시유역에서 T-N의 오염부하량은 농촌 및 산림유역보다 $2{\sim}3$배 높게 이상 나타났으며 T-P의 경우는 $5{\sim}9$배 이상 높게 나타나 비점원오염 배출은 하천 주변의 토지이용이 큰 영향을 미치는 것으로 판단된다.

• Journal of Environmental Science International
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• v.14 no.8
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• pp.739-748
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• 2005

The purpose of this study is to analyze seasonal changes in structure and landscape of Gongji stream corridor in Chuncheon, and to suggest some guidelines to contribute to creating a desirable close-to- nature stream. The study seasonally surveyed floodplain and revetment conditions, channel micro-topography, streamflow level and velocity, and vegetational cover. Flooding, water level, and vegetation were major factors of affecting seasonal changes in streambed structure and stream landscape. Small sand bars and islands were considerably disturbed by flooding and water level change. However, large islands and sand bars in the upper and middle section of the study stream remained or reappeared even after flooding. Flooding also tended to repeat channel sedimentation at the same spot. Controlling water volume of the Euiam Lake, which is adjacent to the study stream, caused higher water level downstream in the dry seasons. The majority of vegetation in sand bars and islands was washed away by the floods. Vehicle passing, crop cultivation, and ball game were other elements which disturbed vegetation in the floodplain. Creating a close-to-nature stream should reflect micro-topographical changes of channel by flooding, prevent improper vehicle entry and human use, and remove concrete material in the revetment and floodplain.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2009.10a
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• pp.621-624
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• 2009

The purpose of this study is to select representative rivers of Busan's regional second-class rivers that, as urban rivers, have public open spaces, to identify their environmental characteristics, and thus to present environmental improvement measures for those rivers as natural rivers. First, 5 second-class rivers that have not been covered, and that flow through Busan cities were examined.

• Membrane Journal
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• v.7 no.1
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• pp.39-47
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• 1997

The self-designed membrane system was tested to examine the performance of the hollow fiber type polysulfone ultrafiltration(UF) membrane for the treatment of pure water(the 3rd treated water). The molecular weight cut-off's (MWCO) of the membranes used in this study were 5, 000 and 10, 000, respectively. The recovery rate, the ratio of permeate flow rate to the feed flow rate, increased as the temperature rose. The values of MWCO obtained in this study, using 2, 000 ppm polyethylene glycol and dextran solutions with various molecular weight, showed higher values than those suggested by SKI. Based on the results of the primary experiments, the water of the Gongji-stream, in which water quality is deteriorated by the inflow of domestic wastewater, was selected for the UF membrane test. Biological oxygen demand(BOD), total solids, and turbidity of the treated water had much lower values than those of the source water. Therefore, this study confirmed the possibility of the domestic water treatment using the hollow fiber type UF membrane.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2005.05a
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• pp.167-169
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• 2005

Life-time sports it will be born and when dying until, it is to do the physical training sports activity which extends in the whole life with daily life contents. The main purpose of life physical training relates with the insufficiency of physical activity and, the chance loss and the human relation back of own expression physical activity it leads and a physical strength and in life and a place where it lives business it tempers it tries to have a vitality it dawns the wind it needs there is and the hereafter life sports facility with the fact that it will increase rapidly. From the dissertation which it sees with like this reason the life sports facility mainly will be established in the outdoor and example of the actual plan against the illumination equipment which is a case(Chunchoen Gongjichoen park) essential facility which will use an facility in nighttime it will hold and in order it will reach and to lead to become the help in Plans and design of the illumination equipment in life sports facility of the other area.