• Journal of Microbiology and Biotechnology
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• 제31권1호
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• pp.104-114
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• 2021

Petroleum-contaminated soil is considered among the most important potential anthropogenic atmospheric methane sources. Additionally, various rhizoremediation factors can affect methane emissions by altering soil ecosystem carbon cycles. Nonetheless, greenhouse gas emissions from soil have not been given due importance as a potentially relevant parameter in rhizoremediation techniques. Therefore, in this study we sought to investigate the effects of different plant and soil amendments on both remediation efficiencies and methane emission characteristics in diesel-contaminated soil. An indoor pot experiment consisting of three plant treatments (control, maize, tall fescue) and two soil amendments (chemical nutrient, compost) was performed for 95 days. Total petroleum hydrocarbon (TPH) removal efficiency, dehydrogenase activity, and alkB (i.e., an alkane compound-degrading enzyme) gene abundance were the highest in the tall fescue and maize soil system amended with compost. Compost addition enhanced both the overall remediation efficiencies, as well as pmoA (i.e., a methane-oxidizing enzyme) gene abundance in soils. Moreover, the potential methane emission of diesel-contaminated soil was relatively low when maize was introduced to the soil system. After microbial community analysis, various TPH-degrading microorganisms (Nocardioides, Marinobacter, Immitisolibacter, Acinetobacter, Kocuria, Mycobacterium, Pseudomonas, Alcanivorax) and methane-oxidizing microorganisms (Methylocapsa, Methylosarcina) were observed in the rhizosphere soil. The effects of major rhizoremediation factors on soil remediation efficiency and greenhouse gas emissions discussed herein are expected to contribute to the development of sustainable biological remediation technologies in response to global climate change.

• 환경위생공학
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• 제17권3호
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• pp.52-59
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• 2002

Pilot-scale PSSBR(Phase Separated Sequencing Batch Reactor) was operated to evaluate requirement of external carbon sources(${\Delta}gCOD/{\Delta}gNO_3^{-}-N$) in denitrification. Methanol and fermented food waste were used as external carbon sources. Methanol and fermented food waste were fed to the anoxic state of first reactor and concentration were 50 and 40 mgCOD/L on the basis of concentration in reactor, respectively. In case that external carbon source was not used, average $NO_3^{-}-N$ concentration in effluent was 22.49 mg/L. When methanol and fermented food waste were fed, average $NO_3^{-}-N$ concentration in effluent were 10.13 mg/L and 6.3 mg/L, respectively and requirement of external carbon sources were 4.04 and 2.5 ${\Delta}gCOD/{\Delta}gNO_3^{-}-N$, respectively. Fermented food waste was better than methanol in denitrification efficiency. Therefore fermented food waste could be one of the excellent external carbon sources for nitrogen removal in biological nutrient removal process.

• 미생물학회지
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• 제25권4호
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• pp.333-338
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• 1987

아세트알데히드 공장폐수의 생물학적 처리를 위하여 중화제 및 응집제의 효과를 검토하고, 4개 균주 Micrococcus roseus AW-6. Micrococcus luteus, AW -22. Microbacterium lacticum AW-38. Microbacterium laevaniformans AW-41을 혼합 배양하여 미생물의 영양요구량 및 성장에 미치는 환경인자 둥을 조사한 결과는 다음과 같다. 아세트알데히드 폐수를 잘 자화시키는데 필요한 온도는 $30^{\circ}C$였고 pH는 7.0이였으며 96시간째에 COD 제거율이 최대에 달하였다. 폐수처리를 위한 중화제로서는 NaOH가 가장 좋았고 응집제의 처리 효과는 인정되지 않았으며 폐수처리를 위한 최적 희석배수는 10배 정도로 나타났다. 균 생육을 위한 영양원으로서는 $NH_{2}NO_{3}$ 200ppm, $KH_{2}PO_{4}$, 50ppm, $CaCl_{2}$ 15ppm. $MgSO_{4} \cdot 7H_{2}O $ ppm을 보충하였을 때 COD 제거율이 향상되었다. 회분배양 실험결과 속도계수 Kl은 4. 5X 10-6이었으며, BOD 제거융을 85%로 하기 위한 체류시간은 45시간 이었다. 연속배양 결과 COD 제거율은 85%로 나타났으며 처리수의 수질은 COD 60ppm. BOD 40ppm, pH7.0 정도로서 환경기준치 이하였다.

• 멤브레인
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• 제28권3호
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• pp.196-204
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• 2018

하수처리 혐기성 유동상 생물반응기(Anaerobic Fluidized Bed Bioreactor : AFBR)는 높은 표면적을 갖는 입상활성탄을 유동 메디아로 적용함으로써 생물막 형성 및 유지에 유리하며 이로 인해 우수한 유기물 제거 효율을 나타내나 처리된 유출수 내의 질소와 같은 영양염류의 잔존이 여전히 문제로 남아있다. 본 연구에서는 AFBR에 의해 처리된 유출수 내의 질소 배제를 위하여 정삼투막(FO membrane)을 유도용액의 종류와 농도에 따라 적용하였다. 실험결과 유출수의 총질소 배제 효율은 FO막에 적용하는 유도용액(draw solution : DS)의 종류 및 농도에 크게 의존하였다. 유도용액 농도가 증가함에 따라 FO막의 수투과량이 증가하였으며, 1 M의 NaCl을 유도용액으로 사용한 경우 총질소 배제 효율은 55%이었으나 1 M의 glucose를 유도용액을 사용한 경우 거의 완벽한 총질소 배제 효율을 나타내었다. AFBR 유출수를 FO막으로 24시간 동안 여과를 진행하였으나 파울링에 의한 수투과량의 감소는 관찰되지 않았다.

• 상하수도학회지
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• 제26권3호
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• pp.471-478
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• 2012

Where an activated sludge system needs to be converted to biological nutrient removal(BNR) system, the secondary clarifier must handle higher MLSS from bioreactor since nitrification in BNR system that requires higher SRTs than activated sludge system. Either increase the clarifier size or modification of clarifier physical structure is required to cope with MLSS surge. One of recommended structural modification is the insertion of Lamellar within clarifier. In this study, two clarifiers - one has Lamellar structure inserted and the other does not - were used to compare the effect of Lamellar in solid/liquid separation. Same MLSS was fed to both clarifiers and concentrations of MLSS were varied. With all MLSS concentrations, attachment of MLSS on Lamellar was observed and it was found that detached MLSS caused the higher effluent SS concentrations than that of non-Lamellar clarifier effluent. From these results, Lamellar should not be inserted in clarifier to handle MLSS from BNR processes and the recommendation must be withdrawn.

• 한국환경보건학회지
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• 제27권4호
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• pp.79-83
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• 2001

The sludge wastes fermentation process reactors were operated to produce the VFAs(volatile fatty acids) as supplemental carbon sources and to determine the optimum operating conditions. The experiment was carried out by varied mixture ration of 400:0 350:30 300:100 200:200 and operating temperature 2$0^{\circ}C$ 3$0^{\circ}C$ and 4$0^{\circ}C$ The results were as follows: Higher VFAs production rate observed at higher mixed ratio of primary sludge. When the mixed ratio of primary sludge and return sludge were 400:0 350:50 300:100 200:200 respectively. VFAs production are were 829.6mg/l 944.2 mg/l 597.9mg/ml an d441.6 mg/l , respectively. the yield of VFAs increased with temperature, but decreased with initial TSS concentration Because fermented sludge has relatively low nitrogen and phosphorus and relatively high VFAs it can be used as a substitute for external carbon in biological nutrient removal process.

• 한국환경보건학회지
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• 제29권3호
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• pp.16-20
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• 2003

Nitrogen(N) and phosphorus(P) in surface streams mainly lead to euthrophication. It aggravates water quality and consequently increases the purification costs. As a resolution of water contamination caused by household drainage through irrigation route by 70% of the 1,300 community residents in Eum-Am Myun, Seo-San city, was implemented biological self-purification method by growing Oenanthe Javanica along the polluted water tunnel. The contaminated water was efficiently purified after passing the dropwort field; DO conc. of effluent water was increased 8.3∼61.9% after through the drop wort field. HRT of experiment system was changed 0.05∼1.50/day. 50% of BOD was eliminated at the range above 12 mg/l of Influent BOD conc. Also, 50% of COD was eliminated at the range above 30 mg/l of Influent COD conc. Finnally, the influent T-N loading at range below 1.5 g/m$^3$/d reduced 50% of Influent T-N conc., and so did influent T-P loading at the range below 0.03 g/m$^3$/dwas reduced 50% of Influent T-P conc.

• 한국환경생물학회:학술대회논문집
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• 한국환경생물학회 1994년도 학술대회
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• pp.15-36
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• 1994

Biological techniques by aquatic macroanimals to improve water quality may be classified overally as three types. The fist is to use aquatic palnts for nutrient removal, the second is to use grass fish to control algae or aquatic plant, and the third is to modify trophostructure by using top-consumer to control algae(top-down effect). This paper includes a general review on above-mentioned techniques, some experimental or field-based results, and some discussion on Korean status and prospect on this part.

• 한국환경과학회지
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• 제28권10호
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• pp.899-905
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• 2019

Recently, an innovative method for wastewater treatment and nutrient removal was developed by combining the sequence batch reactor and membrane bioreactor to overcome pollution caused by shipboard sewage. This system is a modified form of the activated sludge process and involves repeated cycles of mixing and aeration. In the present study, the bacterial diversity and dominant microbial community in this wastewater treatment system were studied using the MACROGEN next generation sequencing technique. A high diversity of bacteria was observed in anaerobic and aerobic bioreactors, with approximately 486 species. Microbial diversity and the presence of beneficial species are crucial for an effective biological shipboard wastewater treatment system. The Arcobacter genus was dominant in the anaerobic tank, which mainly contained Arcobacter lanthieri (8.24%), followed by Acinetobacter jahnsonii (5.81%). However, the dominant bacterial species in the aerobic bioreactor were Terrimonas lutea (7.24%) and Rubrivivax gelatinosus (4.95%).

• 상하수도학회지
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• 제21권3호
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• pp.295-303
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• 2007

Nitrogen compounds in municipal wastewater can be divided into biodegradable and nonbiodegradable fractions with biodegradability. Biodegradable nitrogen compounds can be removed through biological nitrification and denitrification processes, and nonbiodegradable nitrogen compounds affect the effluent quality of biological nutrient removal processes. The amount of nitrifiable nitrogen compounds, which are the sum of ammonia and biodegradable organic nitrogen, has been estimated by respirometry. Respirometry shows good estimation of the concentration of nitrifiable nitrogen when a synthetic sample of ammonium chloride is dosed. The estimated concentration of nitrifiable nitrogen compounds in municipal wastewater is close to ammonia concentration in municipal wastewater, but it is lower than that for the synthetic sample. If nitrogen assimilated into cell synthesis of nitrifiers and heterotrophs is considered, the total amounts of nitrifiable nitrogen compounds, which are nitrified and assimilated, could be more accurately estimated. The concentration of nitrifiable nitrogen compounds, which are biodegradable, is about 31 mg N/l, and this is 119% of ammonia and 94% of total nitrogen. Ammonia, nitrate, biodegradable organic nitrogen, and nonbiodegradable nitrogen are about 79%, 1%, 15%, and 5% of the total nitrogen in municipal wastewater, respectively.