• 한국환경보건학회지
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• 제32권1호
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• pp.96-101
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• 2006

Chlorination inhibition on the organic removal activity of activated sludge microorganism was investigated in this study. It is well known that chlorination improves the settleability of filamentous bulking sludge through the selective impediment of filamentous microorganisms. However, it is based on the declination of effluent water quality after actual chlorination in dairy wastewater treatment plant. In case of the activated sludge which was exposed in the suggested concentration of chlorine $7.5\;mgCl_2/gVSS/day$ for the filamentous bulking control, decrease of organic uptake rate of $4.9\~24.0\%$, and dentrification rate of $24.8\~30.3\%$ ware shown in comparison to the control group which was not reacted with chlorine. As a result of comparing floc size of activated sludge microorganism, the average of floc diameter in the chlorine exposed group was $150\;{\mu}m$, which displays $25\%$ decrease compared with the control group.

• Journal of Korean Society for Atmospheric Environment
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• 제21권E2호
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• pp.41-48
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• 2005

A novel hybrid system composed of a biotrickling filter and an activated sludge reactor was investigated under the conditions of four different SRTs (sludge retention times). The performance of the hybrid reactor was found to be directly comparable among the four different sludge ages. Discernible differences in the removal performance were observed among four different SRTs of 2, 4, 6, and 8 days. High removal efficiency was achieved by continuous circulation of activated sludge over the immobilized mixture culture, which allowed on pH control, addition of nutrients, and removal of paint VOCs (volatile organic compounds). The results also showed that the removal efficiency for a given pollutant depends on the activity of microorganisms based on the SRT. As the SRT increased gradually from 2 to 8 days, the average removal performance decreased. The highest removal rate was achieved at the SRT of 2 days at which the highest OUR (oxygen uptake rate), $6.1mg-O_2/liter-min$ was measured. Biological activity in the recycle microbes decreased to a much lower level, $3.6mg-O_2/liter-min$ at a SRT of 8 days. It is thus believed that young microorganisms were more active and more efficient for the VOCs removal of low concentrations and high flow rates. The apparent correlation of $R^2=0.996$ between the average removal efficiency and the average OUR at each SRTs suggests that VOCs degradation by young cells significantly affected the overall removal efficiency for the tested SRTs.

• KSBB Journal
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• 제13권3호
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• pp.279-283
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• 1998

To investigate the feasibility of the microbial process for removal of heavy metals from the high solid content sludge, the effect of sludge concentration on the solubilization of heavy metals by an iron oxidizing bacterium Thiolbacillus ferrooxidans was examined. With increasing the sludge concentration, the removal efficiency of heavy metals and the oxidation rate of iron were inhibited. Especially, when the sludge concentration is over 5% (w/v), the activity of T. ferrooxidans was remarkably inhibited. This inhibition is considered to occur due to the dissolved inhibitory materials such as organic compounds, heavy metals, and others which were extracted from the sludge during incubation period. In conclusion, the microbial process by T. ferrooxidans is only effectively used in ranges of 1.3 to 4.0% (w/v) sludge concentration.

• Biotechnology and Bioprocess Engineering:BBE
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• 제9권3호
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• pp.151-155
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• 2004

The bioremediation of water system contaminated with phenolic compounds having endocrine-disrupting activity, i.e. 2,4-dichlorophenol, 2,4-dichlorophenoxy acetic acid (2,4-D), and 2,4,5-trichlorophenoxy acetic acid (2,4,5-T), was investigated by using ozone oxidation and activated sludge treatment. Ozone oxidation (ozonation time: 30 min) followed by activated sludge treatment (incubation time: 5 days) was an efficient treatment method for the conversion of phenolic compounds in water into carbon dioxide and decreased the value of total organic carbon (TOC) up to about 10% of initial value. Furthermore, 2,4-D was dissolved in water containing salt, i.e. artificial seawater (ASW), and this water was used as model coastal water contaminated with phenolic compounds. The activated sludge treatment (incubation time: 5 days) could consume significantly organic acids produced from 2,4-D in the model costal water by the ozone oxidation (ozonation time: 30min) and decrease the value of TOC up to about 35% of initial value.

• Korean Chemical Engineering Research
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• 제47권6호
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• pp.775-780
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• 2009

폐수 방류수 중에 포함될 수 있는 내분비계 장애물질의 제거를 위해 생물학적 영양소 제거 공정에 존재하는 질산화 슬러지의 효용성을 탐색하여 보았다. 질산화 슬러지에 포함된 암모니아 산화균은 ammonia monooxygenase(AMO) 활성에 의해 암모니아 산화를 유발하는데, AMO의 기질 특이성이 낮아 암모니아 산화와 동시에 다양한 화합물이 공산화된다고 알려져 왔다. 본 연구에서는 이러한 공산화 활성이 내분비계 장애물질의 제거에 효과적인지 판단하기 위해, 질산화 슬러지, 유기물산화 슬러지, 멸균 슬러지를 각각 이용하여 3가지의 모델물질(bisphenol A(BPA), nonylphenol(NP), dibutyl phthalate(DBP))에 대한 제거 효율을 비교하였다. 질산화 슬러지에 의한 분해에서는 3가지 모델물질 모두, 배지 중에 질소원으로 아질산염보다 암모늄염을 이용했을 때의 초기 분해속도가 빠르게 나타나서 암모니아 산화 활성과 모델 물질의 분해가 관련이 있는 것으로 나타났다. 반면에 아질산염을 공급한 질산화슬러지에서나 혹은 질산화 활성이 낮은 유기물산화 슬러지를 이용한 경우는 일정한 적응 시간이 지난 이후에 모델 물질들의 분해가 시작되었다. 이는 모델 물질을 탄소원으로 이용하는 균주의 성장 및 활성이 일정한 적응 시간 이후에 나타난 것으로 보인다. 모델 물질의 제거에 슬러지에 의한 물리적 흡착이 어느 정도 기여하는지 확인하기 위해서 멸균 슬러지를 이용한 흡착 제거를 시도하였다. 초기 투입량의 10~20% 내외가 흡착에 의해 상등액에서 제거되었는데, 이를 통해 폐수 슬러지를 이용한 BPA, NP, DBP의 제거에는 물리적 흡착보다는 생물학적 분해 기작이 더 중요한 것으로 보인다.

• 환경위생공학
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• 제14권3호
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• pp.31-38
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• 1999

The purpose of this study were to determine the optimum mixing ratio of sewage sludge and papermill sludge as carbon source required to SRB in treating abandoned mine drainage with natural purification wetland. If mixing sewage sludge/papermill sludge 2.0 SO42- reduced 46.2%, and then 30% in mixing ratio 0.5.Because sewage sludge was faster biodegradability than papermill sludge, effluent SCOD was 40mg/L in mixing ratio 0.5, and after that was all but regular. pH and ORP were almost neutral and -160mV, but after that was all but regular and it indicated that SRB activity was suitable. Fe removal rate was 60% in mixing ratio 2.0, and 54% in mixing ratio 0.5. In point of carbon source supply, It indicated that mixing ration 0.5 was considered as the most appropriate, because degradability of swewage sludge under short time was higher than that of papermill sludge.

• 한국환경과학회지
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• 제23권6호
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• pp.1061-1066
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• 2014

This study has cross checked the change of internal sludge-recycle in Anaerobic-Digestion, and researched about not only the improvement of Bio-gas production from the digested sludge but also the efficient method of sludge minimization. Ultimate object of the study is to reduce the amount of sludge by the improved efficiency of contact with the organic-matter and the microbes in Anaerobic-Digestion. The sludge-recycle fluidized sludge layer and raised the activity of the sludge, the optimal sludge-recycle ratio, VS and COD removal ratio were 1,000%, 28.2% and 27.7%, respectively. Through these results of this study, it may be of use to treat waste sludge by the sludge-recycle ratio in terms of minimization and circulation of resources.

• 한국산업융합학회 논문집
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• 제15권3호
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• pp.83-86
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• 2012

This study have cross checked the change of internal sludge-recycle in Full-scale Anaerobic-Digestion, and researched about not only the improvement of Bio-gas production from the digested sludge but also the efficient method of sludge minimization. Ultimate aim of the study is to reduce the amount of sludge by the improved efficiency of contact with the organic-matter and the microbes in Anaerobic-Digestion. The sludge-recycle fluidized sludge layer and raised the activity of the sludge, The sludge-recycle ratio of optimum was 500%, VS and COD removal ratio respectively appeared with 67.8% and 70.4%. Through these result of this study, it may be positive view to treat waste sludge by the sludge-recycle ratio in terms of minimization and circulation of resources.

• 한국생물공학회:학술대회논문집
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• 한국생물공학회 2000년도 춘계학술발표대회
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• pp.365-369
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• 2000

반응기의 performance를 결정하는 중요한 요소는 methane 생성균의 활성을 측정하는 것이다. Methanogen의 활성을 측정하는 방법으로 SMA가 유일하게 사용되고 있다. 따라서 본 연구에서는 methanogen의 활성을 측정하는 다른 대안으로 CLSM image의 정량 분석 방법을 확립하였다. CLSM의 결과는 약 5시간 안에 얻을 수 있을 뿐만 아니라, 분자 생물학적인 기술을 많이 요하지 않는다. 또한, sludge내부의 상태와 methanogen의 분포정도를 사진으로 볼 수 있는 장점이 있다. 따라서 SMA와 함께 CLSM image 정량 분석은 UASB반응기의 start-up 동안의 methanogen의 활성을 측정하기 위한 유용한 방법으로 제안할 수 있다.

• KSBB Journal
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• 제16권2호
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• pp.183-187
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• 2001

The biological activities of wastewater and sludge taken from the wastewater treatment process of Hyangnam pharmaceutic factories in Hwaseong, Kyeonggi-Do was measured using a respirometer. Oxygen uptake rate (OUR) was used as a tool for measuring biological activity. OUR was measured for varying amounts of sludge and organic chemicals in wastewater, and its toxicity was evaluated. Maximum OUR was observed as 61, 75, and 89 mg O$_2$/L/hr when sludge was added as 3, 5, and 10% of total volume, respectively. When the concentration of organic chemicals was changed to 1,486, 337, and 164 mg COD/L, maximum OUR was 53, 13, 8 mg O$_2$/L/hr, respectively. The toxicity test results showed that there seemed that there seemed to be no observable toxic effect on microbes in pharmaceutic wastewater.