• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.552-556
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• 2005

This study was conducted to identify the characteristics of non-point pollutants discharge in a small Rural watershed. For this purpose, the typical rural area in Gongju city was selected as a research site. Water quality and water quantity data in the stream and the precipitation of the watershed were analyzed periodically from May 1 to August 31 in 2005. Also, pollutant loads were estimated using these data. As a result, the mean concentrations of BOD, TN and TP in the stream were 3.16, 3.20, 0.236 mg/L rainy season and 0.93, 2.75, 0.058 mg/L in normal survey season respectively. The estimation of non-point pollutants discharge loads were shown that BOD was 5,154.2kg, T-N was 9,164.7kg, T-P was 308.4kg, and SS was 117,163.2kg from July to August. That means above of 90% of non-point pollutants discharge was occurred in rainy season.

• 상하수도학회지
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• 제18권2호
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• pp.215-221
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• 2004

Effluent of wastewater treatment plant is to be disinfected to protect drinking water sources. DOF (Dissolved Ozone Flotation) was developed to meet this purpose. DOF was developed by combining DAF system with ozone. DAF system has good floating power with numerous microbubbles, and ozone has strong oxidation capability. And DOF system has good floating power and strong oxidation capability simultaneously. When DOF was applied to secondary wastewater effluent, color of 11CU in raw water which was secondary effluent was reduced to 1CU by the DOF system. Removal rate of other water quality parameters treated by DOF were also higher than that by DAF, which were proved the strength of oxidation capability of ozone. When ozone concentration of 3.3mg/l were applied in DOF system, general aerobic bacteria were reduced to 5CFU/ml from TNTC (Too many Numbers To Count). With the same ozone concentration, total coliform were not detected at all. These figures are under the numbers of drinking water regulation. These microbes were the target parameters of DOF. It was proved that DOF was very effective in disinfection of wastewater treatment plant effluent as well as in removal of color, turbidity, and T-P.

• 한국환경보건학회지
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• 제34권3호
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• pp.247-254
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• 2008

Non-point source pollution that originates from surface applied chemicals in either liquid or solid form is a part of urban activities and it appears in the surface runoff caused by rainfall. This study investigates the characteristics of non point source pollution in relation to storm events and the first washing effect in the Study area, which is comprised of different land use types. Then, a Best Management Practices (BMP) model, for urban areas, is applied with the Storm water Management Model (SWMM) Windows Interface which was developed by the EPA in the USA. During the storm event analysis of the hydrographic and pollutographic data showed that the peak of pollutants concentration was within the peak flow, 30 to 60 minute into the storm event in the Study area. The results of simulation using SWMM Windows Interface, Structure Techniques as applied in the study were highly efficient for removal of pollutants. Predicted removal efficiency was 26.0% for SS, 22.1 for BOD, 24.1% for COD, 20.6% for T-N, and 21.6% for T-P, respectively.

• 한국환경과학회지
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• 제16권6호
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• pp.699-706
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• 2007

Many lakes or irrigative reservoirs in Korea are rapidly contaminated due to the ever increasing pollutants. Although lots of treatment processes have been recommended and practiced, economical and technical improvement is currently needed. In this study, contaminated irrigation reservoir was treated using the proposed process which is consisted of fine air bubbles, coagulation and flotation. Fine bubbles, approximate diameter of 3 to $10{\mu}m$, were generated using cavitation in the pressurized tank and polyaluminum chloride was used as coagulants. This fine bubbles, coagulation and flotation effectively controlled the low density algae, for example, Chlorophyll-a was removed more than 97 %. Removal efficiency of COD, SS, T-N and T-P were 80.7%, 94.3%, 64.1 % and 92.4%, respectively. Pollutants released from the sediments was removed more than 80% of organics and 60-70 % of nutrients. Consequently, fine bubbles coagulation and flotation process could be effectively used as an alternative treatment method for the purpose of control of lake water quality.

• 구강회복응용과학지
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• 제30권4호
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• pp.265-277
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• 2014

목적: 고정식 교정장치에서 removable sliding jig (R-jig)와 temporary anchorage devices (TADs)를 이용하여 상악 구치의 원심 이동 시 힘의 크기와 와이어의 단면 크기에 따른 치아 이동과 치조골에 미치는 효과의 차이를 유한요소방법을 통하여 분석하고자 한다. 연구 재료 및 방법: 정상적인 치아 크기와 악궁 형태를 가진 상악 치아와 상악 치조골을 3차원 형상 모델링하고, 브라켓, 교정용 호선 및 R-jig를 포함한 유한요소 모델을 제작하였다. 골격성 고정원인 mini-implant를 제2소구치와 제1대구치 사이 협측으로 주호선 기준 8 mm 상방 위치시키고, mini-implant를 직접 고정원으로 사용하여 R-jig에 후방력을 부여하였다. 주호선을 $0.019{\times}0.025$ inch SS로 설정하고, R-jig의 와이어 단면 크기를 $0.019{\times}0.025$ inch SS, 후방력의 크기를 200 gm, 결찰을 하지 않는 조건을 기준 조건으로 설정하였다. 그리고 R-jig의 와이어 단면 크기, 후방력의 크기를 다르게 한 조건들을 설정하여 비교하였다. 결과: R-jig의 와이어 단면 크기가 증가함에 따라 후방력에 의한 R-jig의 변형이 적게 관찰되었지만, 제2대구치의 변위량은 아주 미미한 차이를 보였다. 제2대구치에 가해지는 후방력의 크기가 증가할수록 변위량도 같이 증가하였고, 원심경사 경향과 수직 변위량도 더 커졌다. 결론: R-jig는 임상적으로 큰 부작용 없이 치아의 원심이동을 가능하게 한다.

• 한국통신학회논문지
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• 제31권6A호
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• pp.627-633
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• 2006

MBC(meteor burst communications)는 그 전송로의 많은 장점에도 불구하고 도통율이 수%이하로 낮다는 큰 결점이 있다. 이를 위해 큰 경제적 부담 없이 전송 채널의 도통율을 향상시키는 방법으로서 간단한 구조의 DS(Direct Sequence)시스템을 제안하였다. 제안된 DS 간이 수신방식은 동기신호의 포착이나 유지에 소요되는 시스템을 생략할 수가 있어서 MBC가 가지는 경제성을 만족시킬 수 있으나, 잡음의 영향을 크게 받아 도통율이 떨어지는 단점이 있다. 이를 위해 제안된 DS 시스템에 Transversal Filter회로를 적용하여 SNR을 6dB이상 향상시켰다. 이 방법으로 개선되는 효과는 수신신호가 약한 환경에서 보다 더 큰 것으로 나타나는데 시뮬레이션에 의하면 SNR이 약 6dB 개선되었을 때 평균 버스트 길이가 100ms인 것은 70%로 개선되어 170ms로 되고, 50ms환경에서는 130%개선되어 115ms가 되어 수신신호가 약한 환경에서 도통율이 크게 개선됨을 확인할 수 있었다.

• 한국환경보건학회지
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• 제34권3호
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• pp.255-260
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• 2008

This study was conducted to analyse the effects of the UFCA for treating polluted water in a reservoir. The UFCA mixes water by circulation of surface and bottom water layers. The circulation supplies oxygen to bottom of the reservoir, resulting in water quality improvement. With a UFCA in use, we surveyed the changes of temperature, pH, transparency, depth, conductivity, DO, COD, BOD, T-N, T-P and Chlorophyll-a for 7 months from Feb. to Aug. in 2004 in our experimental reservoir. There was little difference in the surface and bottom temperatures of the reservoir because of water mixing by the UFCA. However, pH was changed from 7 to 9. The transparency of water was about 80 cm through the all periods. Conductivity was $150\;{\mu}S/cm$ in early Feb., but increased to $270\;{\mu}S/cm$ in early March. Little change was seen in DO with depth, but it was maintained above 6 mg/l in June and July. BOD increased from 2.1 to 12.2 mg/l. The study reservoir did not undergo any eutrophication during the period of our experiment, but the comparison reservoir had an algae-bloom. The COD in the experimental reservoir increased from 5.4 to 14.5 mg/l. The COD concentration of the experimental reservoir was higher than comparison reservoir at the beginning of the study but in August this situation was reversed. SS concentration increased from 13.5 to 23.5 mg/l in Feb., but it fell from between 8.5 to 11.2 mg/l in July. T-N was increased from 1.3 to 4.9 mg/l. It increased up to 3 times in the rainy season as compared to other components. However the comparison reservoir increased up to 40 times higher than the experimental reservoir in the same period. T-P increased from 0.04 to 0.17 mg/l. The ratio of T-N to T-P increased from 20:1 to 40:1 which means that T-P was a growth limiting factor for algae and aquatic plants. Chlorophyll-a increased from 20 to 120 mg/l, and its concentration was correlated with T-P, such that Chlorophyl-a concentration increased with increased of T-P concentration. The concentrations of COD, T-N, T-P and other parameters were higher in the experimental reservoir than in the comparison reservoir but this situation was reversed in July, when the most severe eutophication occurred. The results show that overall the experimental reservoir was greatly remedied by UFCA. The UFCA accelerated the degradation of aquatic organic materials through effective supply of air with up-flow and circulation of water. We conclude that the UFCA can be very effective in aspect of the remediation of water quality incontaminated reservoirs and lakes.

• 대한토목학회논문집
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• 제36권4호
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• pp.651-657
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• 2016

본 연구의 목적은 마이크로버블을 이용하여 외부탄소원으로서 음폐수의 재활용 가능성을 검토해 보고자 하였다. 가압탱크 압력 3 bar, 순환유량 3.65 LPM, 공기주입량 0.3 LPM의 회분식으로 진행된 실험에서 마이크로버블 접촉시간의 경우 18시간이 음폐수 외부탄소원의 재활용 기준을 만족하는 적정 시간임을 확인하였다. 회분식 실험 결과를 바탕으로 체류시간을 12, 14, 16, 18시간으로 설정하여 연속식 실험을 하였다. 연속식 실험에서도 체류시간 18시간에서 T-P를 제외한 SS, T-N, n-Hexane 추출물질, VFA 항목에서 외부탄소원 재활용기준을 만족하였다. 음폐수 원수 중 용존성 인의 농도가 전체 인 농도 중 약 88.5% 이상으로 용존성 인의 제거를 위해서는 응집제 사용이 필요함을 알 수 있었다. 또한, VFA의 경우 호기성 조건에서 유기물의 분해속도 및 농도에 따라 크게 영향을 받기 때문에 외부탄소원 재활용기준을 만족하기 위해서는 적절한 체류시간 선정 또는 산발효조 공정의 추가가 필요할 것으로 사료된다.

• 운동영양학회지
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• 제23권4호
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• pp.6-13
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• 2019

[Purpose] In this study, we examined the in vitro antioxidant activities and laxative effects of taurine-xylose (T-X), a synthetic taurine-carbohydrate derivative, in a rat model of constipation induced by loperamide. [Methods] The animals were divided into four treatment groups: normal untreated rats (NOR group), loperamide-treated control rats (CON group), loperamide and taurine-xylose (15 mg/kg)-treated rats (T-X group), and loperamide and commercial Dulcolax S (5.5 mg/kg)-treated rats (DS group). [Results] In the present study, T-X exhibited potent reducing power and free radical scavenging activities for DPPH (1,1-diphenyl-2-picrylhydrazyl) and ABTS+ (2,2'-azino-bis (3-ethylbenzothiazoline 6-sulfonic acid ammonium salt) radicals. The laxative effects of T-X were dependent on food, body weight, fecal properties, gastrointestinal transit (GIT) ratio, and serum metabolic parameters. In the T-X group, the number, wet weight, and water content of fecal pellets were noticeably increased compared to those in the loperamide-induced group. T-X treatment significantly increased the activities of hepatic antioxidant enzymes, including those of glutathione peroxidase (GSH-Px), superoxide dismutase (SOD), and catalase (CAT), relative to those in loperamide-induced constipated rats. Furthermore, the GIT ratio and loperamide-induced metabolic parameters in serum, including gastrin (GAS), motilin (MTL), and somatostatin (SS) levels, were significantly improved by T-X treatment. [Conclusion] These results suggest that taurine-xylose exerts antioxidant activities and laxative effects on loperamide-induced constipation by promoting gastrointestinal motility.

• 한국환경농학회지
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• 제32권4호
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• pp.355-358
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• 2013

논에서의 비점오염원 관리는 배출수 관리방안이 현실적인 방안으로 판단되어 본 연구에서는 논 배수 저감을 위한 저류지 효과를 구명하고자 2012년 5월부터 9월까지 경기도 수원시 권선구 서둔동 국립농업과학원 기후변화생태과 시험포장($1,715m^2$)에서 배수로 말단에 논 저류지($12m^2$)를 조성하였다. 영농기간 동안 강우사상시 저류지 유입 전인 논 배출수와 저류지를 통과한 배출수의 토사 및 양분물질(질소, 인) 부하량을 평가하여 저류지의 효과를 평가하였다. 영농기간 동안 논 저류지를 이용한 논 배출수 중 수질농도는 SS와 $COD_{Mn}$은 각각 79.3%와 45.6% 저감되었고 T-N과 T-P는 각각 52.2%와 60.5% 저감되었다. 또한 저류지를 이용한 월별 논 배출수의 유출량 및 양분물질 부하는 유출량의 경우 96~100% 저감되었고 T-N과 T-P의 부하량은 각각 16.3~73.0%와 15.4~70.1% 저감되었다. 따라서 경지기반 정리되어 용수의 취 배수가 용이한 논에서는 외부 수계로 배출되기 전 저류지를 설치하면 양분물질의 배출이 저감될 것으로 생각되며 특히 농업보호구역 및 농업진흥지역에는 논 배수 저류시설 등의 자연 정화형 비점오염 저감방안을 마련하도록 정책부서의 제도 개선이 필요하다고 생각된다.