• 제목/요약/키워드: Microbial removal

검색결과 456건 처리시간 0.025초

Simultaneous Biofiltration of H2S, NH3 and Toluene using an Inorganic/Polymeric Composite Carrier

  • Park, Byoung-Gi;Shin, Won-Sik;Chung, Jong-Shik
    • Environmental Engineering Research
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    • 제13권1호
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    • pp.19-27
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    • 2008
  • Simultaneous removal of ternary gases of $NH_3$, $H_2S$ and toluene in a contaminated air stream was investigated over 180 days in a biofilter. A commercially available inorganic/polymeric composite chip with a large void volume (bed porosity > 0.80) was used as a microbial support. Multiple microorganisms including Nitrosomonas and Nitrobactor for nitrogen removal, Thiobacillus thioparus (ATCC 23645) for $H_2S$ removal and Pseudomonas aeruginosa (ATCC 15692), Pseudomonas putida (ATCC 17484) and Pseudomonas putida (ATCC 23973) for toluene removal were used simultaneously. The empty bed residence time (EBRT) ranged from 60 - 120 seconds and the inlet feed concentration was $0.0325\;g/m^3-0.0651\;g/m^3$ for $NH_3$, $0.0636\;g/m^3-0.141\;g/m^3$ for $H_2S$, and $0.0918\;g/m^3-0.383\;g/m^3$ for toluene, respectively. The observed removal efficiency was 2% - 98% for $NH_3$, 2% - 100% for $H^2S$, and 2% - 80% for toluene, respectively. Maximum elimination capacity was about $2.7\;g/m^3$/hr for $NH_3$, > $6.4\;g/m^3$/hr for $H_2S$ and $4.0\;g/m^3$/hr for toluene, respectively. The inorganic/polymeric composite carrier required 40 - 80 days of wetting time for biofilm formation due to the hydrophobic nature of the carrier. Once the surface of the carrier was completely wetted, the microbial activity became stable. During the long-term operation, pressure drop was negligible because the void volume of the carrier was two times higher than the conventional packing materials.

Removal of Hydrogen Sulfide, Ammonia, and Benzene by Fluidized Bed Reactor and Biofilter

  • Kim, Chong-Woo;Park, Jin-Su;Cho, Sung-Ki;Oh, Kwang-Joong;Kim, Young-Sik;Kim, Dong-Uk
    • Journal of Microbiology and Biotechnology
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    • 제13권2호
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    • pp.301-304
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    • 2003
  • In this study, hydrogen sulfide ($H_2S$), ammonia ($NH_3$), and benzene, which represent the major odor from a natural leather process plant, were removed using a fluidized bed bioreactor and biofilter including Thiobacillus sp. IW and a MY microbial consortium. The critical removal rate was $12g m^{-3}h^{-1}\;for\;H_2S,\;11g m^{-3}h^{-1}\;for\;NH_3\;and\;28 g m^{-3}h^{-1}$ for benzene by the fluidized bed bioreactor, and $8.5g m^{-3}h^{-1}\;for\;H_2S\;7g m^{-3}h^{-1}\;for\;NH_3,\;and\;25 g m^{-3}h^{-1}$ for benzene in the biofilter. The average removal efficiency of $H_2S$, $NH_3$, and benzene by continuous operation for over 30 days with the fluidized bed bioreactor was $95{\pm}3\%,\;99{\pm}1\%,\;and\;98{\pm}5\%$, respectively, whereas that with the biofilter was $96{\pm}4\%,\;95{\pm}4\%,\;and\;97{\pm}3\%$, respectively. Therefore, the critical removal rate of $H_2S$, $NH_3$, and benzene was higher in the fluidized bed bioreactor, whereas the removal efficiency on the continuous operation was similar in both bioreactors.

당밀과 질산성 질소의 C/N ratio 변화에 따른 탈질 및 미생물 군집 특성에 관한 연구 (A study on the denitrification and microbial community characteristics by the change of C/N ratio of molasses and nitrate nitrogen)

  • 엄한기;김성철
    • 미생물학회지
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    • 제54권2호
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    • pp.105-112
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    • 2018
  • 본 연구에서 탈질 효율 비교를 위해 당밀과 메탄올을 외부 탄소원으로 사용하였다. 세부 실험조건은 C/N ratio 조건에 따라 구분하였다. 회분식 실험 결과, 당밀과 메탄올 모두 C/N ratio가 증가할수록 탈질 효율은 증가하였다. 당밀의 최적 C/N ratio는 잔류 COD 농도와 탈질 효율을 고려할 때 4:1로 나타났으며, 이때 탈질 효율은 91.4%이다. 동역학적 인자로 SDNR을 도출한 결과, C/N ratio가 증가할수록 당밀과 메탄올은 유사한 SDNR 값을 보였으며, C/N ratio 4:1 조건에서 0.0292 g $NO_3{^-}-N$ removal/g MLVSS/day (molasse), 0.0299 g $NO_3{^-}-N$ removal/g MLVSS/day (mehtanol)로 나타났다. 미생물 군집 분석을 통해 당밀에 적응된 슬러지에는 Pseudomonas sp.와 Bergeylla sp. 박테리아가 우점화 된 것을 확인할 수 있었다. 또한 미생물 군집의 다양성보다는 일부 박테리아에 대한 집중성이 더 높게 나타났다. 이에 따라 당밀은 탈질에 특화된 미생물을 집중적으로 성장시키며, 탈질 성능을 높일 수 있는 대체 외부탄소원으로 적용이 가능할 것으로 판단된다.

Analysis of Microbial Communities in Biofilms from CSTR-Type Hollow Fiber Membrane Biofilm Reactors for Autotrophic Nitrification and Hydrogenotrophic Denitrification

  • Shin, Jung-Hun;Kim, Byung-Chun;Choi, Okkyoung;Kim, Hyunook;Sang, Byoung-In
    • Journal of Microbiology and Biotechnology
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    • 제25권10호
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    • pp.1670-1679
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    • 2015
  • Two hollow fiber membrane biofilm reactors (HF-MBfRs) were operated for autotrophic nitrification and hydrogenotrophic denitrification for over 300 days. Oxygen and hydrogen were supplied through the hollow fiber membrane for nitrification and denitrification, respectively. During the period, the nitrogen was removed with the efficiency of 82-97% for ammonium and 87-97% for nitrate and with the nitrogen removal load of 0.09-0.26 kg NH4+-N/m3/d and 0.10-0.21 kg NO3--N/m3/d, depending on hydraulic retention time variation by the two HF-MBfRs for autotrophic nitrification and hydrogenotrophic denitrification, respectively. Biofilms were collected from diverse topological positions in the reactors, each at different nitrogen loading rates, and the microbial communities were analyzed with partial 16S rRNA gene sequences in denaturing gradient gel electrophoresis (DGGE). Detected DGGE band sequences in the reactors were correlated with nitrification or denitrification. The profile of the DGGE bands depended on the NH4+ or NO3- loading rate, but it was hard to find a major strain affecting the nitrogen removal efficiency. Nitrospira-related phylum was detected in all biofilm samples from the nitrification reactors. Paracoccus sp. and Aquaspirillum sp., which are an autohydrogenotrophic bacterium and an oligotrophic denitrifier, respectively, were observed in the denitrification reactors. The distribution of microbial communities was relatively stable at different nitrogen loading rates, and DGGE analysis based on 16S rRNA (341f /534r) could successfully detect nitrate-oxidizing and hydrogen-oxidizing bacteria but not ammonium-oxidizing bacteria in the HF-MBfRs.

도시 강우유출수 처리 인공습지의 토양특성 및 오염물질 저감에 따른 미생물 영향 평가 (Microbial Influence on Soil Properties and Pollutant Reduction in a Horizontal Subsurface Flow Constructed Wetland Treating Urban Runoff)

  • ;;오유경;;김이형
    • 한국습지학회지
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    • 제26권2호
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    • pp.168-181
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    • 2024
  • 인공습지는(CW)는 침투, 흡착, 저류, 식물과 미생물의 증발산 등과 같은 수문학적 및 생태학적 기작에 의하여 오염물질 제거, 탄소흡수 및 저장, 생물다양성 향상 등의 생태계서비스를 제공한다. 본 연구는 수평지하흐름 인공습지(HSSF CW)의 미생물 군집과 토양의 물리·화학적 특성 및 처리효율의 상관관계를 분석하기 위하여 수행되었다. 연구를 위한 모니터링은 강우시 수질특성, 토양특성, 미생물 분석이 수행되었다. 따뜻한 계절(>15℃) 에서 TSS, COD, TN, TP 및 중금속(Fe, Zn, Cd) 제거효율이33~74% 범위로 나타났다. 그러나 추운 계절(≤15℃)에서 TOC 35%로 가장 높은 제거 효율이 나타났다. 인공습지 내 토양은 인근에서 채취한 토양의 토양유기탄소(SOC) 함량보다 3.3배 더 높은 함량을 가지고 있는 것으로 나타났다. 유입부와 유출부의 탄소(C), 질소(N) 및 인(P)의 화학양론비(C:N:P)는 각각 120:1.5:1 및 135.2:0.4:1로 나타났으며, 탄소에 비해 질소와 인의 비율이 매우 낮아 미생물 성장에 문제가 발생될 수 있다. 미생물 분석에서는 생물다양성 지수를 통해 미생물 군집의 풍부도, 다양성, 균질성 및 균일성이 따뜻한 계절이 추운 계절에 비해 높게 나타났다. 인공습지의 강우유출수 오염물질 중 질소고정 미생물인 Proteobacteria, Actinobacteria, Acidobacteria, Bacteroidetes가 우점종으로 미생물 생장을 촉진하는 것으로 평가되었는데 이는 특정 토양특성 및 유입수 특성이 미생물 풍부도와 밀접한 관련이 있음을 의미한다.

생물학적 처리공정에서 응집제 사용에 따른 미생물 활성도 영향 (Effect of Microbial Activity by Using the Coagulants in the Biological Treatment Process)

  • 한승우;천미희;박준민;강동효;강임석
    • 대한환경공학회지
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    • 제34권1호
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    • pp.16-22
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    • 2012
  • Alum은 단분자성 알루미늄이 주종이었고, PAC는 고분자성 알루미늄을 함유하고 있었다. Alum과 PAC 모두 응집제 주입에 따른 총인 제거는 향상되었다. 응집제 사용은 미생물 활성도에 영향을 미치는 것으로 나타났다. Alum에 비해 PAC가 미생물 활성도에 대한 영향을 적게 미치는 것으로 나타났다. 그리고 슬러지 반송에 따른 미생물 활성도와 개체수에 대한 영향은 미미한 것으로 나타났다.

다공성 경량골재 및 순환골재를 이용한 비점오염원 저감시설의 처리효율 평가 (Evaluation of the Non-point Source Treatment Facility using the porous lightweight aggregate and the recycled aggregate)

  • 강영현;장대창;강선홍
    • 상하수도학회지
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    • 제23권6호
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    • pp.735-741
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    • 2009
  • This study intends to evaluate the efficiency of non-point source reduction technique by using the porous lightweight and recycled aggregate which microorganism is seeded. In case of infiltration velocity 30~70 mm/hr in high concentration of influent, it is indicated that SS was 40~94%, COD 44~91%, BOD 4~91%, TN 1.2~66%, TP 7~70% of removal efficiency. Removal efficiency is good in infiltration velocity 30 > 50 > 70㎜/hr order. Therefore, the non-point source treatment facility filled with lightweight and recycled aggregate using microbial seeding shows higher removal efficiency than a conventional sand and gravel. We confirm that the function and efficiency are improved significantly and applied to treat non-point sources.

WASTE LEAVES AS REACTIVE MEDIA IN PERMEABLE REACTIVE BARRIERS FOR CR(VI) REMOVAL

  • Lee, Tae-Yoon;Park, Jae-Woo
    • Environmental Engineering Research
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    • 제10권1호
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    • pp.1-6
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    • 2005
  • Hexavalent chromium in aqueous solutions was successfully removed via sorption and reduction in the presence of waste leaves. Cr(VI) removal followed a first-order reaction, and removal rates were proportional to the amount of waste leaves used in the tests. Most of Cr(VI) were removed via sorption in early stages of the tests, but the reduction reaction played a significant role in Cr(VI) removal later. Solution pHs were continuously decreased due to the microbial activity, which was induced from the microorganisms attached on waste leaves. The decreased solution pHs further enhanced the sorption and reduction of Cr(VI). To characterize the microorganisms found in the tests, a denaturing gradient gel electrophoresis (DGGE) method was used. The majority of microorganisms were composed of Bacillus sp. which can reduce Cr(VI). Thus, waste leaves can be effective reactive media for the treatment of Cr(VI) in the subsurface.

Trichloroethylene으로 오염된 지하수 제거공정의 미생물 다양성 및 분리균주 Pseudomonas sp. DHC8의 특성 (Microbial Diversity of the Trichloroethylene Contaminated Groundwater Treatment System and Characterization of Pseudomonas sp. DHC8)

  • 남지현;신지혜;권기욱;배우근;이동훈
    • 미생물학회지
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    • 제49권4호
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    • pp.336-342
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    • 2013
  • 산업에서 널리 사용되고 있는 Trichloroethylene (TCE)은 토양 및 지하수의 오염을 일으키며, 암 유발물질로 환경에서 반드시 제거해야 하는 물질이다. 본 연구에서는 미생물 고정화 담체를 이용한 TCE로 오염된 지하수 처리 시스템의 세균 군집구조를 조사하고, 우점종을 분리 및 동정하고 TCE 제거특성을 확인하였다. TCE로 오염된 지하수 처리공정의 세균군집을 16S rRNA 유전자 라이브러리의 염기서열 분석방법을 이용하여 조사한 결과, 주요 개체군은 BTEX 분해세균으로 알려진 Pseudomonas 속이었으며 Pseudomonas putida 그룹이 가장 우점하였다. Pseudomonas putida 그룹의 우점은 높은 toluene과 TCE의 농도에서 기인한 것으로 생각된다. TCE로 오염을 제거하기 위한 미생물 반응기에서 toluene과 TCE 분해 세균을 분리 배양하였으며 Pseudomonas sp. DHC8로 명명하였다. 형태학적 특징, 생리 생화학적 특징, 16S rRNA 유전자 염기서열분석 결과 DHC8 균주는 P. putida 그룹에 속하는 것으로 확인되었다. Pseudomonas sp. DHC8을 이용하여 TCE (0.83 mg/L)와 toluene (60.61 mg/L)에 대해 분해실험을 실시하였을 때 12.5시간 동안 TCE는 72.3%, toluene은 100.0% 제거되었다. 또한, TCE와 toluene의 제거속도는 각각 0.02 ${\mu}mol/g$-DCW/h와 2.89 ${\mu}mol/g$-DCW/h였다. 본 연구 결과는 TCE의 생물정화를 위한 반응기의 최대 효율을 유지하기 위한 노력에 도움이 될 것이다.

미생물 연료전지 반응조의 수리학적 체류시간에 따른 유기물질 처리효율과 전력생산 (Electric Power Generation and Treatment Efficiency of Organic Matter on Hydraulic Retention Time in Microbial Fuel Cell Reactor)

  • 최찬수;임봉수;서뢰;송규호
    • 한국물환경학회지
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    • 제25권1호
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    • pp.159-166
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    • 2009
  • This study has been attempted to generate electricity, while simultaneously treating artificial organic wastewater using both batch and continuous microbial fuel cells (MFCs). In the batch MFC, current-voltage curve showed an onset potential of -0.69 V vs. Ag/AgCl. The potential range between this potential and 0 potential displayed an available voltage for an automatic production of electric energy and glucose, which was oxidized and treated at the same time. The 486 mg/L glucose solution showed the maximum power of $30mW/m^2$ and the maximum current density of $75mA/m^2$ shown in the power curve. As a result, discharging of the cell containing COD 423 mg/L at the constant current density of $60mA/m^2$ showed a continuous electricity generation for about 22 hours that dropped rapidly due to dissipating of organic material. Total electric energy production was 18.0 Wh. While discharging, the pH change was low and dropped from pH 6.53 to 6.20 then increased to 6.47, then stabilized at this charge. The COD treatment efficiency was found to be 72%. In the continuous MFC, COD removal tends to increase as the hydraulic retention time is increased. At one day of hydraulic retention time as the maximum value reaches the COD removal efficiency, power production rate and power production rate per COD removal that were obtained were 68.8%, $14mW/m^2$, and $20.8mW/m^2/g$ CODrm, respectively. In the continuous MFC, the power production rate per COD removal increases as the hydraulic retention time is increased and decreases as the organic loading rate is increased. At the values lower than an organic loading rate of $1kgCOD/m^3/d$, the values higher than about $18.1mW/m^2/g$ CODrm could be obtained.