• Journal of Life Science
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• v.27 no.8
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• pp.930-936
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• 2017

The flocculating properties of bioflocculant Biopol32 produced by Pseudomonas sp. GP32 were investigated for application in industrial wastewater treatment. The major flocculating substance of bioflocculant Biopol32 was identified as polysaccharide. Many anionic flocculants need a counter ion to induce higher flocculating activity. The flocculating activity of bioflocculant Biopol32 was markedly increased by the addition of cationic ions ($Ca^{2+}$, $Al^{3+}$). The flocculating activity of bioflocculant Biopol32 was the most effective when 7.0 mM $CaCl_2{\cdot}2H_2O$ as coflocculant was added. The flocculating activity on the effect of pH and the temperature of the bioflocculant Biopol32 was compared with anionic commercial flocculant (polyacrylamide) and bioflocculant (zooglan from Zoogloea ramigera). In kaolin suspension, the highest flocculating activity was obtained at the bioflocculant Biopol32 concentration of 1.5 mg/l. A high flocculating activity was observed in the pH range of 5.0 to 8.0. The flocculating activity of bioflocculant Biopol32 was sustained up to $60^{\circ}C$, but decreased rapidly at over $70^{\circ}C$. In the batch culture, the charge density of bioflocculant Biopol32 was compared with flocculating activity. The larger the anionic charge density and apparent viscosity of bioflocculant Biopol32, the higher the flocculating activity. Therefore, we confirmed that the flocculating activity and apparent viscosity of bioflocculant Biopol32 was closely related to the charge density of bioflocculant Biopol32.

• Korean Journal of Environmental Agriculture
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• v.16 no.1
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• pp.55-60
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• 1997

Heavy metal-tolerant microorganisms, such as Pseudomonas putida, P. aeruginosa, P. chlororaphis and P. stutzeri which possessed the ability to accumulate cadmium, lead, zinc and copper, respectively, were isolated from industrial wastewaters and mine wastewaters polluted with various heavy metals. The distribution of heavy metal in the cell components, and amino acid compositions, was investigated. The distribution of heavy metal in the cell fractions of each heavy metal-tolerant microorganism grown for 20 hours in the basal medium containing 100mg/l of each heavy metal was investigated. In the case of cadmium-tolerant P. putida, lead-tolerant P. aeruginosa and copper-tolerant P. stutzeri, approximately $50{\sim}60%,\;30{\sim}40%$ and $10{\sim}17%$ of each heavy metal absorbed were distributed to cell wall, cell membrane and cytoplasm fractions, respectively. In the case of zinc-tolerant P. chlororaphis, approximately 32%, 55% and 13% of zinc were distributed to cell wall, cell membrane and cytoplasm fractions, respectively. These results indicated that the cell wall was a major adsorbing fraction of cadmium, lead and copper, and the cell membrane was that of zinc. Total amino acid content per gram of the cell grown in the culture media with heavy metal was higher than that of the cell grown in the culture media without heavy metal, and the content of acidic amino acids, such as aspartic acid(Asp.+Asn.) and glutamic acid(Glu.+Gln.) was higher than that of basic amino acids, such as histidine, lysine and arginine.

• Korean Journal of Environmental Agriculture
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• v.17 no.3
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• pp.246-253
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• 1998

Heavy metal-tolerant microorganisms, such as Pseudomonas putida, P. aeruginosa, P. chlororaphis and P. stutzeri which possessed the ability to accumulate cadmium, lead, zinc and copper, respectively, were isolated from industrial wastewaters and mine wastewaters polluted with various heavy metals. The binding sites of heavy metal in the cells were investigated by chemical modification of functional groups the cell walls. To determine the binding sites of heavy metal in the cells, electrochemical charge of amine and carboxyl groups in the cell walls of heavy metal-tolerant microorganisms were chemically modified. Chemical modifications of amine groups did not affect the heavy metal uptake as compared to native cell walls. In contrast, modifications of carboxyl groups drastically decreased heavy metal uptake as compared to native cell walls, and electron microscopy confirmed that the form and structure of the heavy metal uptake were different from those of native cell walls. The results suggested that the carboxyl groups were the major sites of heavy metal uptake in the heavy metal-tolerant microorganism cell.

• Journal of Applied Biological Chemistry
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• v.54 no.4
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• pp.252-257
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• 2011

To remove excess nitrate from the agricultural environments, Enterobacter amnigenus GG0461 has been isolated as a bacterial strain having high capability of nitrate uptake activity. This strain was able to remove nitrate more than 3,000 ppm (50 mM) in the Pseudomonas agar F (PAF) medium. Therefore, it could be a candidate strain for a nitrate scavenger in the various contaminated environments, such as agricultural soils, livestock sewage, and industrial wastewater. In order to develop medium for the large-scale production of the strain GG0461, each component of PAF medium was replaced with the corresponding commercial product and the optimal conditions for bacterial growth and nitrate uptake activity were measured. Glycerol was replaced with the commercially available product and the nitrogen source was substituted with commercial tryptone, yeast extract, soybean meal, and fermented fish extract. Bacterial growth and nitrate uptake activity were maximal in the media containing 2% tryptone, followed by yeast extract, soybean meal, and fermented fish extract. The pH of the growth medium containing 2% tryptone was decreased by the bacterial nitrate uptake, suggesting that the nitrate uptake is mediated by a nitrate/proton antiporter. This result shows that the medium containing commercial tryptone was good enough for the physiological activity of the strain GG0461. Each component of PAF medium was successfully replaced with the corresponding commercial product except peptone. In conclusion, the composition of medium for the cultivation of the strain GG0461 was determined as 2% tryptone, 1% glycerol, plus required salts according to the composition of PAF medium.

• Journal of Korean Society of Environmental Engineers
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• v.22 no.10
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• pp.1893-1904
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• 2000

Nitrogen compounds are one of the major pollutants which cause eutrophication problems of the river or lake and red tides problems of the ocean. Currently available technologies for the removal of nitrogen compounds are mostly biological treatment. However, biological treatment is only effective for the wastewater which contains low concentration of nitrogen compounds. Leachate from solid waste landfill or industrial wastewater which contains high concentration of nitrogen can not be effectively treated by most of the currently available biological treatment technologies. With this connection. the objective of this study is to examine the applicability of ammonia stripping technology for the removal of high concentration of ammonia nitrogen compounds of the leachate from solid waste landfill. It can be concluded that ammonia stripping technology which was placed before the biological treatment process was very effective for the removal of high concentration of ammonium compounds. The chemical cost for the ammonia stripping was 16 percent higher than MLE process, so other methods like sludge recycling are needed for the reduction of operation cost. Further details are discussed in this paper.

• Journal of Korean Society of Environmental Engineers
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• v.36 no.9
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• pp.641-647
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• 2014

In this study, sludge waste which has a difficulty in treating it was used to manufacture a fiber type of biosorbent. To solve the problems such as the release of organic pollutants and the difficulty in separating solid from treated water, entrapment method using Ca-alginate was used to immobilize sludge waste. Considering ease of manufacture as well as improvement of adsorptive ability, the biosorbent was manufactured in the form of fiber type. Optimum immobilization condition for minimizing the amount of alginate used and maximizing the performance of biosorbent was determined to be 10 g/L alginate concentration, 40 g/L sludge concentration, and 0.3-0.4 mm fiber diameter. The maximum Cd(II) uptake of the biosorbent was 60.73 mg/g. Pseudo-second-order kinetic model and Langmuir isotherm model adequately described the dynamic and equilibrium behaviors of Cd(II) biosorption onto the biosorbent, respectively. In conclusion, sludge waste generated from wastewater treatment process is a cheap raw material for the manufacture of biosorbent which can be used to remove toxic heavy metals from industrial wastewaters efficiently.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.313-313
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• 2011

오염물질은 배출원의 형태에 따라 점오염물질과 비점오염물질로 구분하고 있고 점오염물질은 생활하수, 산업폐수, 축산폐수, 환경기초시설 방류수 등으로 발생원이 명확하고 수집하여 처리 및 관리가 용이하나 비점오염물질은 배출위치가 명확하지 않으며, 강우 시 일시적으로 대량 배출되는 특징을 가진 농경지, 도로, 대지, 임야 등에서 배출되는 오염물질을 말한다. 우리나라에서 비점오염은 전체 수질오염의 42~67%(2003년)를 차지하는 것으로 나타났고, 2015년에는 전체 수질오염의 65~75%에 이를 것으로 예상되고 있다. 이 중 농업 비점오염원은 총 수질 오염량의 30%이상을 차지할 것으로 추정하고 있으나 이를 저감하기 위한 최적관리방법의 효과검증에 관한 연구는 아직 미미한 상태이다. 이에 본 연구에서는 농경지 중 밭에서 발생하는 비점오염을 저감하기 위한 기법으로 다양한 규모와 형태의 Silt Fence/식생밭두렁/침사구를 설치하여 밭 비점오염에 대한 저감효과를 평가하고 제어대책을 개발하여 최적관리기법을 제시하고 이에 대한 매뉴얼을 개발하기 위한 기초연구를 실시하려 한다. Silt Fence는 주로 건설공사현장에서 홍수유출 발생 시 인접한 하천 및 호소 등으로 유사 및 오염물질이 유입되는 것을 방지하기 위해 임시적으로 설치하는 시설로 합성 직물 필터를 나무나 금속 막대로 연결하여 등고선 방향으로 설치하는 것으로 대상 지역의 토양이 교란되기 전에 그 지역 아래쪽에 설치한다. 식생밭두렁은 밭의 이랑의 길이가 길어질수록 강우 시 빗물이 하단에 이를 때 늘어난 유량과 빠른 유속으로 토양침식이 가중되는데, 이때 30~35m간격으로 식생밭두렁을 설치하게 되면 상부와 하부의 침식정도가 유사한 경향을 보여 식생밭두렁을 설치하지 않은 지역에 비해 토양의 침식정도가 작게 나타나게 된다. 이러한 Silt Fence/식생밭두렁/침사구의 밭 비점오염의 저감효과 평가 및 제어대책 개발을 위한 기초 실험을 수행하기 위해 경상남도 사천시 용현면 선진리 일대에 시험포장을 조성 하였으며, 시험포장내에 6개의 Plot을 만들어 하단부에 포장에서의 유출수의 유량을 측정하기 위해 플룸을 설치하였고 실내실험을 통해 플룸의 수위-유량관계 곡선을 작성하였다. 포장의 토양특성을 판별하기 위해 Plot별로 토양시료를 채취하여 특성을 분석 한 결과 6개 Plot모두 모래함량이 많은 점토질 사질토로 분류되었다. 향후 강우 시 시험포장에서 발생하는 유출수의 수질을 분석하고 Silt Fence/식생밭두렁/침사구의 오염물질 저감효과를 분석하여 제어대책을 개발하게 되면 농업수자원확보를 위한 관리방안 선정을 위한 정책수립에 활용될 수 있으며 비점오염 배출을 최소화시켜 수질의 개선에 기여할 뿐만 아니라 우리나라 농업에 적합한 최적영농관리기술을 개발 할 수 있을 것으로 사료된다.

• Journal of Wetlands Research
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• v.22 no.2
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• pp.92-99
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• 2020

Linked treatment refers to a system that relieves the burden of the business by linking high concentrations of wastewater such as human waste, manure, leachate, and other industrial wastewater to nearby municipal wastewater treatment plants(MWTPs). In 2018, 187 MWTPs, which are about 4.5% of the total domestic MWTPs, have implemented a linked treatment system, but local governments are having difficulties in operating sewage treatment due to lack of reasonable cost estimation standards. Therefore, we proposed an improvement plan to solve the problem in the calculation method that currently imposes linked wastewater. To this end, the effects and correlations of the linkage treatment system on the sewage treatment unit were analyzed, and among them, the main factors with the highest correlation were applied to the improvement plan. As a result, an improvement plan that improved three parts of the existing calculation method was presented, and the calculation method and the calculation case using the existing literature values were also presented. This can be used as a basis for future reference by local governments to implement linkage treatment, and to revise local sewerage ordinance and is believed to be helpful in operating a rational linkage system.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.16 no.3
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• pp.273-290
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• 1983

A bionomic study of the coralligenous concretionary hard bottom in the northwestern Mediterranean was carried out at four stations : three stations(Arnette, Laurons, Auguette) under the influence of intense multisource pollution(gradient decreasing from north to south) in the Gulf of Fos, west of Marseille, France, and one control station(Moyade islet) in an unpolluted area near Riou island, east of Marseille. Along the increasing pollution gradient from the outer to the inner part of the Gulf of Fos, there is a qualitative and quantitative impoverishment of the fauna. On the whole, the species richness, the numerical abundance. and the species diversity index are all on the decrease. Accordingly, the innermost station in the Gulf of Fos(Auguette) is most heavily affected by the industrial, and to a lesser extent by the domestic wastes, from the nearby industrial complex and urban areas. The impact on the benthic coralligenous community of this serious alteration has been analysed in view of community composition, functional aspect, and ecological stocks. The faunal affinity between stations has been studied by means of the two coefficients : fourfold point correlation coefficient and Jaccard's community coefficient. The upper layer and inferior face communities of the coralligenous concretionary structures are also compared.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.574-574
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• 2016

유역으로 유입되는 오염물질의 발생원은 점오염원과 비점오염원으로 구분할 수 있으며 점오염원의 경우 생활하수, 산업폐수, 그리고 축산폐수에 대해 처리시설 확충 및 기술개발을 통해 관리하고 있다. 비점오염원에서의 오염물질 유출은 토지이용, 강우, 불특정적인 오염물질 투입상태 등에 따라 다르며, 지역적 특성에 영향을 받기 때문에 불확실성이 고려되어야 한다. 특히 농촌지역에서의 비점오염은 접근이 어렵고 관리주체가 모호하여 좀처럼 규명되지 않았으며, 전국적으로 그 영향이 정량화되지 않아 실질적인 관리 및 대책마련에 어려움이 있었다. 특히, 가축분뇨의 발생으로부터 처리, 자원화에 이르기까지 각 관리체계에 있어서 축산비점오염의 배출경로와 수계오염부하량, 수질환경 영향을 정밀하게 분석하여 향후 대책마련을 위한 기초자료를 확보할 필요가 있다. 또한 전국적으로 비점오염이 수계에 미치는 영향과, 그 중 축산비점오염의 영향을 면밀히 분석하여 향후 정책 및 제도개선을 위한 과학적 기초자료로서 활용할 필요가 있다. 따라서 본 연구에서는 축산 밀집 지역을 대상으로 오염원 조사를 통해 강우시 비점오염 모니터링 지점을 선정 하였으며, 년5회씩 강우 모니터링을 하여 기초데이터를 축적 하였다. 대상지역은 강원도 횡성군에 위치한 일리천 유역이며 농가 수는 총 90개의 농가가 위치하고 있는데 그 중 돼지 1,467마리, 한우 1,957마리, 젖소 581마리, 개 2,880마리, 닭 75,000마리, 사슴 4마리로 조사되었다. 대상유역을 대상으로 배출부하량을 조사한 결과 BOD 배출부하량은 총 509.3 kg/day, T-N 배출부하량은 총 331.5 kg/day, T-P 배출부하량은 총 28.3 kg/day로 조사되었다. 유출특성을 파악하기 위하여 유량가중평균농도(Event Mean Concentration, EMC)를 산정한 결과 BOD의 경우 MW-4에서 1.2 mg/L - 7.2 mg/L, MW-5에서 0.8 mg/L - 6.3 mg/L, MW-7에서 0.7 mg/L - 5.2 mg/L의 범위를 보였다. T-N의 경우 MW-4에서 1.426 mg/L - 5.321 mg/L, MW-5에서 1.205 mg/L - 4.27 mg/L, MW-7에서 0.989 mg/L - 3.859 mg/L의 범위를 보였다. T-P의 경우 MW-4에서 0.245 mg/L - 0.632 mg/L, MW-5에서 0.236 mg/L - 0.596 mg/L, MW-7에서 0.213 mg/L - 0.521 mg/L의 범위를 보였다. 본 연구에서 EMC를 산정한 방법은 평시 수질 및 유량을 정하는 기준에 따라 값이 많이 달라질 수 있다. 따라서 합리적으로 평시 부하량을 제외하고 강우시의 영향을 파악할 수 있는 EMC 산정방법에 대한 추가적인 고찰이 필요할 것으로 사료된다.