• 분석과학
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• 제12권2호
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• pp.141-150
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• 1999

영산강 수계 광주천, 황룡강, 지석천, 영산강 상류 유역내에 분포된 9개 업종 76개 배출원의 원폐수 및 방류수로부터 20개 유기화학물질 tetrachloroethylene, toluene, ethylbenzene, p-xylene, m-xylene, isopropyl benzene, stylene, bromobenzene, 1,3,5-trimethylbenzene, 2-chlorotoluene 1,2,4-trimethylbenzene, p-isopropyltoluene, 4-chlorotoluene, n-butylbenzene, 1,2,4-trichlorobenzene, naphthalene, tert-butylbenzene, sec-butylbenzene, phenol, isopropyl benzene hydroperoxide를 액체-액체 추출법으로 분리하여 기체 크로마토그래피/질량 분석계(GC/MS)로 분석하였고, 포준품과 비교함으로써 밝혔다. 특히, 화학업종의 원폐수에는 검출되지 않았으나 방류수에는 폐놀과 이소프로필벤젠 하이드로퍼옥사이드가 검출되었다. 중금속 Cr, Mn, Cu, Zn, Cd, Pb, As, Al, Fe은 모든 업종의 원폐수에 대부분 함유되어 있었으며, 이중 Fe와 Al은 다른 중금속에 비행 원폐수에 다소 많이 검출되었다. Cr, Cd, Pb, As은 전기전자, 금속업종의 원폐수에서 다소 많은 양이 함유되었으며, 이러한 9개 중금속들은 폐수처리과정에서 거의 처리가 되어 방류수에는 환경 기준 이하로 검출되거나 불검출되었다.

• 한국잡초학회지
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• 제5권2호
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• pp.143-148
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• 1985

미리용(未利用) 식물(植物)인 부레옥잠의 도시하수(都市下水)나 공장배수(工場排水)의 정화(淨化) 가능성(可能性)을 검토(檢討)하기 위하여 현장폐수(現場廢水)에 대한 실증실험(實證實驗)과 생장(生長)에 미치는 요인(要因)을 구명(究明)하고자 실내실험(室內實驗)을 통해 나타난 결과(結果)를 요약(要約)하면 다음과 같다. 1. 성질(性質)이 서로 다른 현장폐수(現場廢水)에 적용한 결과에서 볼 때 부레옥잠의 유기물제거(有機物除去)는 대상 유기물의 종류(種類)에 따라 효율(效率)의 차이는 있으나 대체로 고농도(高濃度)에서 평균처리효율(平均處理效率)이 높으며, 초기(初期)의 제거율(除去率)이 보다 높은 것으로 나타났다. 2. 부레옥잠의 생장(生長)에 대한 최적(最適)pH는 중성~약산성이었으며, pH에 따른 피해는 산성보다 알카리성에서 더욱 컸다. 3. Nacl농도(濃度)가 0.5%인 경우는 36시간 후 뿌리 활성(活性)을 완전(完全)히 잃었으나, 0.01%에 있어서는 24시간 후까지는 큰 변화(變化)가 없었다. 4. 수온(水溫)에 따른 공시재료의 생장효과(生長效果)는 $17\sim21^{\circ}C$에서 높았으며, 수온(水溫)이 높아짐에 따라 생장(生長)이 억제(抑制)되어 $30^{\circ}C$의 경우는 현저히 감소(減少)되었다. 5. 차광(遮光)이 됨에 따라 부레옥잠 생장(生長)은 억제(抑制)되었으며, 그 경향은 기온(氣溫)이 낮아질수록 심하였다. 6. 포장조건(圃場條件)에서 부레옥잠의 개체증식(個體增殖)을 6월 14일부터 7월 19일까지 5주 동안 조사(調査)한 결과(結果), 1개체에서 12.3개체로 증식(增殖)되었으며 평균(平均) 생장(生長) 속도(速度)는 53.6g/week, 비교생장율(比較生長率)은 0.302g/g/week였다.

• 상하수도학회지
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• 제23권1호
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• pp.69-75
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• 2009

The characteristics of disinfection and organic removal were investigated with pulse UV lamp in this study. The intensity and emission wavelength of pulse UV Lamp were compared with low pressure UV lamp. The emission spectrum range of pulse UV lamp was between 200 and 400 nm while the emission spectrum of low pressure UV lamp was only single wavelength of 254nm. 3 Log inactivation rate of B. subtilis spore by pulse UV and low pressure UV irradiation was determined as $44.71mJ/cm^2$ and $57.7mJ/cm^2$, respectively. This results implied that wide range of emission spectrum is more effective compared to single wavelength emission at 254nm. 500ng/L of initial 2-MIB concentration was investigated on the removal efficiency by UV only and $UV/H_2O_2$ process. The removal efficiency of UV only process achieved approximately 80% at $8,600mJ/cm^2$ dose. 2-MIB removal rate of $UV/H_2O_2$ (5 mg/L $H_2O_2$) process was 25 times increased compared to UV only process. DOC removal efficiency for the water treatment plant effluent was examined. The removal efficiency of DOC by UV and $UV/H_2O_2$ was no more than 20%. Removal efficiency of THMFP(Trihalomethane Formation Potential), one of the chlorination disinfection by-products, is determined on the UV irradiation and $UV/H_2O_2$ process. Maximum removal efficiency of THMFP was approximately 23%. This result indicates that more stable chemical structures of NOM(Natural Organic Matter) than low molecule compounds such as 2-MIB, hydrogen peroxide and other pollutants affect low removal efficiency for UV photolysis. Consequently, pulse UV lamp is more efficient compared to low pressure lamp in terms of disinfection due to it's broad wavelength emission of UV. Additional effect of pulse UV is to take place the reactions of both direct photolysis to remove micro organics and disinfection simultaneously. It is also expected that hydrogen peroxide enable to enhance the oxidation efficiency on the pulse UV irradiation due to formation of OH radical.

• 상하수도학회지
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• 제31권6호
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• pp.501-510
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• 2017

In this study, it is estimated that ceramic membrane process which can operate stably in harsh conditions replacing existing organic membrane connected with coagulation, sedimentation etc.. Jar-test was conducted by using artificial raw water containing kaolin and humic acid. It was observed that coagulant (A-PAC, 10.6%) 4mg/l is the optimal dose. As a results of evaluation of membrane single filtration process (A), coagulation-membrane filtration process (B) and coagulation-sedimentation-membrane filtration process (C), TMP variation is stable regardless of in Flux $2m^3/m^2{\cdot}day$. But in Flux $5m^3/m^2{\cdot}day$, it show change of 1-89.3 kpa by process. TMP of process (B) and (C) is increased 11.8, 0.6 kpa each. But, the (A) showed the greatest change of TMP. When evaluate (A) and (C) in Flux $10m^3/m^2{\cdot}day$, TMP of (A) stopped operation being exceeded 120 kpa in 20 minutes. On the other hand, TMP of (C) is increased only 3 kpa in 120 minutes. Through this, membrane filtration process can be operated stably by using the linkage between the pretreatment process and the ceramic membrane filtration process. Turbidity of treated water remained under 0.1 NTU regardless of flux condition and DOC and $UV_{254}$ showed a removal rate of 65-85%, 95% more each at process connected with pretreatment. Physical cleaning was carried out using water and air of 500kpa to show the recovery of pollutants formed on membrane surface by filtration. In (A) process, TMP has increased rapidly and decreased the recovery by physical cleaning as the flux rises. This means that contamination on membrane surface is irreversible fouling difficult to recover by using physical cleaning. Process (B) and (C) are observed high recovery rate of 60% more in high flux and especially recovery rate of process (B) is the highest at 95.8%. This can be judged that the coagulation flocs in the raw water formed cake layer with irreversible fouling and are favorable to physical cleaning. As a result of estimation, observe that ceramic membrane filtration connected with pretreatment improves efficiency of filtration and recovery rate of physical cleaning. And ceramic membrane which is possible to operate in the higher flux than organic membrane can be reduce the area of water purification facilities and secure a stable quantity of water by connecting the ceramic membrane with pretreatment process.

• 한국습지학회지
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• 제9권1호
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• pp.79-89
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• 2007

This paper provides a comprehensive overview of the present status of several environmental problems caused by emerging toxic substances such as persistent organic pollutants (POPs), endocrine disrupting chemicals (EDCs), and arsenic in various environmental media in Vietnam. Monitoring data reported during the 1990s demonstrated elevated contamination of DDTs in most of these compartments in Vietnam. Studies in frame of the Asia-Pacific Mussel Watch Program revealed that fish, mussels and resident birds from Vietnam contained higher concentrations of DDTs as compared to other countries in region, suggesting the role of Vietnamese environment as a significant emission source of DDT in the Southeast Asian region. The estimated dietary intakes of PCBs and DDTs for Vietnamese were relatively high among Asian developing countries, suggesting potential risk for humans posed by thesechemicals. Widespread contamination of some endocrine active compounds such as alkylphenols and phthalates was observed at various sites along the coasts of northern and middle Vietnam. The presence of significant source of bisphenol-A along Red River estuary was revealed with the concentrations comparable to those reported for developed nations. A case study on seasonal variation of alkylphenols and phthalates in surface water of river delta and estuary of north and middle Vietnam indicated the differences in distribution of these compounds between dry and rainy seasons. Higher concentrations of alkylphenols and phthalates were found in dry season in estuary; while the contrasting pattern was observed in the river delta, showing elevated residues in rainy season. This result suggests the different behavior of alkylphenols and phthalates in river delta and coastal environment. From ecotoxicological perspectives, concentrations of bis-phenol A and di(2-ethylhexyl)phthalates [DEHP] in surface water from some locations in Vietnam exceeded the guideline values for Ecotoxicological Effects and the Environmental Risk Limit, respectively, suggesting potential for toxic implications on aquatic wildlife. Widespread and elevated arsenic contamination was discovered inour recent surveys in groundwater in a large area of suburban areas of Hanoi city, the capital of Vietnam. The most recent investigation in 4 villages showed about more than 50 % of groundwater samples contained As concentrations exceeding 50 g/L (the WHO and Vietnamese standard). In particular, in Son Dong villages, 58 % of samples analyzed contained As concentrations higher than 200 g/L. Good correlations were found in As concentrations in water and hair and urine of peoples in corresponding families, suggesting the chronic exposure to As by people living in As-contaminated ground water areas. In Son Dong village, As levels in hair (mean: 1.7 mg/kg dry wt) and urine (g/g creatinine) exceeding the reference values recommended by WHO, suggesting potential for human risk posed by long term accumulation of As in human body. Future studies should be focused on the time trends of POPs and EDCs in biota in Vietnam in order to predict future trend of contamination and to reveal new clues for understanding possible toxic impacts on aquatic organisms. The issues of arsenic contamination in groundwater and their chronic toxic implications on human health should be systematically investigated in the future.

• 한국환경보건학회지
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• 제23권3호
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• pp.27-39
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• 1997

This study, collaborated Gifu University, Japan, was performed to analyze chemical pollutants and microorganism and to clarify the distribution of sulfate-reducing bacteria and their insolubilization of heavy metal ions in leachates sampled seasonally between 1994 and 1996 from Nanjido waste landfill site, sampled 4 times between 1995 and 1996 from Pusan and Daejeon waste landfill site, and sampled 1 time between 1992 and 1994 from Hokkaido, Nagoya, Osaka and Hukuoka waste landfill site in Japan. The results were as follows: 1. The temperatures of internal leachate and leachate effluent were 40$\circ$C and 30$\circ$C, respectively, and the pH values of both leachates were about 8.0 at Nanjido waste landfill site. The concentration of SO$_4^{-2}$ gradually increased with the degree of stabilization and that of NO$_3$-N was detected in a part of sampling sites at one and half years, and in all sampling sites at 3 years after completion of landfill. 2. The organic substances in leachate of Nanjido waste landfill site decreased with the degree of stabilization and they were very fluctuated with measuring point and time. The concentration of organic substance and heavy metals in internal leachate were higher than in leachate effluent and those of Cd, Hg, and Pb were lower than detection limit except a part of samples in 1996. 3. APCs in internal leachate and leachate effluent were not much different and the minimum of APCs in internal leachate and leachate effluent were $1.0\times 10^4$/ml and $4.0\times 10^1$/ml, respectively. 4. The maximums of SRBs in Nanjido, Pusan, and Daejeon waste landfill site were 9180 MPN/ml, 24000 MPN/ml, and 348 MPN/ml, respectively and the maximum of SRBs in Japan waste landfill site was 9300 MPN/ml. 5. During 2-week-SRB culture, the values of MPN were high at 50$\circ$C for initial culture period and at 30$\circ$C for last culture period. MPN started to appear at first day and rapidly increased between 7th day and 9th day. 6. Cadmium and copper were insolubilized by SRB within 6 hr and iron and zinc were done within 48 hr. The rates of insolubilization of Cd, Cu, Fe, Zn, T-Cr were 100%, 99.5%, 95.0%, 99.8%, 16.1% after 48 hr treatment with SRB, respectively.

• 한국환경과학회지
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• 제10권1호
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• pp.21-25
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• 2001

The Keum river has been utilized for drinking water supply of several city including Kunsan city and is deepening pollution state due to numerous municipal and industrial discharges. The concentration BOD in river is affected by the organic loading from a tributary and the algae biomass that largely happen to under eutrophication state. In the eutrophic water mass such as the Keum river, the autochthonous BOD was very important part for making a decision of water quality management, because it was accounted for majority of the total BOD. The predict of water quality has important meaning for management of water quality pollution of the Keum river. The purpose of this study will manage and predict water quality of the Keum river using QUAL-2E model considering the autochthonous BOD. The estimation of autochthonous BOD represented that the relationship between BOD and chlorophyll a. The regression equation was shown to be autochthonous BOD=$\beta$(sub)5$\times$chlorophyll a. The results of this study may be summarized as followed; The QUAL-2E model was calibrated with the data surveyed in the field of the study area in June, 1998. The calculated value by QUAL-2E model are in good agree to measured value within relative error of 7.80~20.33%. Especially, in the case of the considering autochthonous BOD, the calculated value of BOD were fairly good coincided with the observed values within relative error of 15%. But the case of not considering autochthonous BOD, relative error of BOD was shown to be 43.2%. In order to attain II grade of water quality standard in Puyo station which has a intake facility of water supply, we reduced to the pollutants loading of tributaries. In the case of removed 100% BOD of tributaries, the BOD of Puyo station was 4.07mg/$\ell$, belong to III grade of water quality standard. But in the case of removed 88% nutrient of tributaries, it was satisfied to II grade of water quality standard as below 3mg/$\ell$ of BOD. For estimation of autochthonous BOD in Keum river, we are performed simulating in accordance with reduction of nutrient load(50~100%) under conditions removal 90% organic load. Occupancy of autochthonous BOD according to nutrient loading reductions were varied from 25.97~79.51%. Occupancy of autochthonous BOD was shown to be a tendency to increasing in accordance with reduction of nutrient loading. Showing the above results, the nutrient that one of the growing factor of algae was important role in decision of BOD in the Keum river. For the water quality management of the Keum river, therefore, it is necessary to considering autochthonous BOD and to construction of advanced sewage treatment plant for nutrient removal.

• 한국콘텐츠학회논문지
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• 제12권5호
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• pp.323-330
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• 2012

본 연구는 안전보건 관리에 있어 관심이 미약하였던 대학 실험실에서의 유해화학물질 발생 수준과 그로 인한 위험성을 알아보기 위하여 2010년 5월 26일부터 6일간 서울시에 소재한 K대학을 대상으로 학과별 실내 오염인자를 측정, 분석하였다. 그 결과 MSDS 비치 여부와 노출저감시설 설치 유무, 보호구 지급 현황은 기초과학실험실인 화학과, 물리학과, 의학과 등에서의 관리가 비교적 양호하였으며, 치의학과, 미술학과에서는 유해화학물질 관리를 위한 활동이 미흡한 것으로 조사되었다. 또한 실험실 내의 폼알데하이드와 총휘발성유기화합물 농도는 미술학과가 다른 실험실에 비하여 현저히 높게 검출되었고 유사학과별로 집단화 한 그룹의 폼알데하이드 농도는 미술학과, 생활과학과가 포함된 기타학과에서 높게 나타나 유의한 차이를 보였다. 이상의 결과로 볼 때 전반적으로 화학물질 노출로 인한 건강영향에 대한 인식이 저조하고 그에 대한 관리가 미흡한 학과의 실험실에서 높은 수준의 위험성에 노출되고 있는 것으로 판단되었다.

• 대한토목학회논문집
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• 제7권3호
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• pp.23-31
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• 1987

유기물(有機物)을 제거(除去)키 위한 토양처리(土壤處理) system에 있어서 특히 급속토양삼투법(急速土壤渗透法)은 다른 토양처리방법(土壤處理方法)에 비(比)해 기온(氣溫) 변화(變化)에 대한 제한(制限)을 덜 받고 수지면적(數地面積)을 적게 요구(要求)하는 것으로 알려져 있다. 따라서 급속토양처리(急速土壤處理)에 대한 본(本) 연구(硏究)에서는 유기물(有機物) 제거율(除去率)과 침투율(浸透率), 생물학적(生物學的) 산소흡수(酸素吸收)에 따른 용존산소(溶存酸素)의 변화(變化), 그리고 pH 등을 사토(砂土)를 채운 실험통(實驗筒)을 이용(利用)하여 규명코자 했으며 또한 단위면적당(單位面積當) COD 제거량(除去量) 및 TKN으로부터의 질산화율(窒酸化率) 등을 구(求)하였다. 그 결과(結果)는 다음과 같다. 1) 사시(砂尸)이 1m 이상(以上)인 경우 침투율(浸透率)이 15~20cm/day 이하(以下)에서는 COD제거(除去)가 90% 이상(以上)으로 안정(安定)하게 유지되며 지하수위(地下水位)까지의 깊이를 고려(考慮)하면 침투오염물(浸透汚染物)로 인(因)한 오염(汚染)영향은 매우 작다고 본다. 2) 단위면적당(單位面積當) COD 제거량(除去量)은 적절(適切)한 운영하(運營下)에서 10~14g/day를 쉽게 기대할 수 있고 기질분해(基質分解)는 대부분(大部分) media표층(表層)에서 이루어지는 것으로 판단된다. 3) 일반적(一般的)으로 TKN의 $NO_3{^-}$-N으로의 전환(轉換)은 상당한 체류시간(滯留時間)이 주어진다면 COD제거율(除去率)에 비례(比例)한다고 본다.

• 유기물자원화
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• 제7권2호
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• pp.83-92
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• 1999

수산물 가공 공장에서 배출되는 게 껍질 폐기물로부터 Chitin을 추출하고 탈아세틸화하여 Chitosan(Cs)을 제조하였다. 이 Cs를 초산 용액중에서 용해한 후 Itaconic acid를 첨가하고 Ceric ammonium nitrate(CAN)를 반응 개시제로 사용하여 Graft-copolymerization 하였다. 본 연구에서는 Cs에 첨가하는 Itaconic acid와 CAN의 농도, 반응온도, 반응시간의 영향에 따른 최적 중합 조건을 도출하고 이 Grafted-copolymer-의 폐수중의 CODcr 유발물과 구리 이온의 제거 능력을 연구하였다. 여기서 CODcr과 구리이온의 제거능력시험에 사용한 폐수는 도광 공장 폐수를 사용하였고, Graft-copolymerization으로 합성된 이 중합체의 동정에는 적외선 스펙트로메타를 사용하였다. 이상의 실험 결과 Graft율은 Cs에 Monomer로써 Itaconic acid를 0.25M농도로 첨가하였을 때, CAN은 $3.5{\times}10^3M$, 반응 온도는 $40^{\circ}C$ 그리고 반응시간은 4시간일때 가장 높았다. 또한, Cs과 Itaconic acid grafted chitosan(CsIa), Cationic polymer를 사용하여 폐수중 유기물과 금속이온의 제거 실험을 한 결과 상등액의 CODcr과 구리 이온 제거율은 Cs와 Cationic polymer 보다CsIa가 보다 효과적이었다. 이것은 합성한 CsIa가 양쪽성 고분자이기 때문이다.