• 대한환경공학회지
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• 제28권10호
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• pp.1055-1064
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• 2006

본 연구소에서는 혐기성 입상슬러지를 충진한 UASB 반응기와 탄소섬유를 충진한 배양기를 조합하여 아주 느린 성장특성을 가진 혐기성 암모늄 산화균의 배양을 시도하였다. 연속배양 180일 이후, 유입질소부하가 0.6 kg $N/m^3-d$였을 때, 평균 질소전환율은 0.54 kg $N/m^3-d$로 나타났다. 검은 혐기성 입상슬러지는 연속배양시간이 지남에 따라 갈색과 붉은 색으로 변화되었으며, anammox 반응기는 붉은색 입상슬러지가 많을수록 높은 활성도를 나타내었다. 따라서, 붉은색 입상슬러지를 채취하여 분자생물학적 방법을 이용하여 미생물 군집구조를 분석하였다. 클로닝 및 계통분류학적 분지도 작성 결과, anammox UASB 반응조의 붉은색 입상슬러지에서 발견된 미생물 종류는 anammox 미생물과 더불어 문단위의 4가지 다른 미생물, Proteobacteria, Acidobacteria, Chlorobi와 Chloroflexi로 나타났다. Anammox UASB 반응조내의 붉은색 입상슬러지에서는 clone의 개수를 기준으로 anammox 미생물이 약 25%가 존재하였고 $\beta$-proteobacteria가 우점하고 있는 양상을 보여주었으며, 본 연구의 클로닝 정보와 AMX368 FISH 탐침자를 이용해 in silico 실험을 수행한 결과 AMX368과 정확히 들어맞는 anammox 미생물 clone 하나와 하나의 염기서열이 변이를 일으킨 11개의 anammox 미생물 clone을 확인할 수 있었다. 사상균 형태의 Chloroflexi는 혐기조건 입상 슬러지의 형성과 관련이 있는 것으로 판단되었다. FISH 수행결과, anammox 미생물은 붉은색 입상 슬러지에 우점하고 있는 것으로 나타났다.

• 한국물환경학회지
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• 제34권1호
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• pp.121-131
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• 2018

Domestic sewage treatment plants (STPs) consume about 0.5 % of total electric energy produced annually, which is equivalent to 207.7 billion Korean won per year. To minimize the energy consumption and as a way of mitigating the depletion of energy sources, the sewage treatment strategy should be improved to the level of "energy positive". The core processes for the energy positive sewage treatment include A-stage for energy recovery and B-stage for energy-efficient nitrogen removal. The integrated process is known as the A/B-process. In A-stage, chemically enhanced primary treatment (CEPT) or high rate activated sludge (HRAS) processes can be utilized by modifying the primary settling in the first stage of sewage treatment. CEPT utilizes chemical coagulation and flocculation, while HRAS applies returned activated sludge for the efficient recovery of organic contents. The two processes showed organic recovery efficiencies ranging from 60 to 70 %. At a given recovery efficiency of 80 %, 17.3 % of energy potential ($1,398kJ/m^3$) is recovered through the anaerobic digestion and combustion of methane. Besides, anaerobic membrane bioreactor (AnMBR) can recover 85% of organic contents and generate $1,580kJ/m^3$ from the sewage. The recovered energy is equal to the amount of energy consumption by sewage treatment equipped with anaerobic ammonium oxidation (ANAMMOX)-based B-stage, $810{\sim}1,620kJ/m^3$. Therefore, it is possible to upgrade STPs as efficient as energy neutral. However, additional novel technologies, such as, fuel cell and co-digestion, should be applied to achieve "energy positive" sewage treatment.

• Journal of Microbiology and Biotechnology
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• 제22권7호
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• pp.1005-1014
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• 2012

The understanding of the relationship between ammonia-oxidizing bacteria (AOB) communities in activated sludge and the operational treatment parameters supports the control of the treatment of ammonia-rich wastewater. The modifications of treatment parameters by alteration of the number and length of aerobic and anaerobic stages in the sequencing batch reactor (SBR) working cycle may influence the efficiency of ammonium oxidation and induce changes in the AOB community. Therefore, in the research, the impact of an SBR cycle mode with alternating aeration/mixing conditions (7 h/1 h vs. 4 h/5.5 h) and volumetric exchange rate (n) on AOB abundance and diversity in activated sludge during the treatment of anaerobic sludge digester supernatant at limited oxygen concentration in the aeration stage (0.7 mg $O_2/l$) was assessed. AOB diversity expressed by the Shannon-Wiener index (H') was determined by the cycle mode. At aeration/mixing stage lengths of 7 h/1 h, H' averaged $2.48{\pm}0.17$, while at 4 h/5.5 h it was $2.35{\pm}0.16$. At the given mode, AOB diversity decreased with increasing n. The cycle mode did not affect AOB abundance; however, a higher AOB abundance in activated sludge was promoted by decreasing the volumetric exchange rate. The sequences clustering with Nitrosospira sp. NpAV revealed the uniqueness of the AOB community and the simultaneously lower ability of adaptation of Nitrosospira sp. to the operational parameters applied in comparison with Nitrosomonas sp.

• Bulletin of the Korean Chemical Society
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• 제29권11호
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• pp.2189-2194
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• 2008

• 한국물환경학회지
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• 제34권1호
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• pp.109-120
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• 2018

Sidestream in domestic wastewater treatment plants contains high concentration of ammonium, which increases nitrogen loading rate in the mainstream. The process for deammonification consisting of partial nitritation-anaerobic ammonium oxidation (ANAMMOX) and heterotrophic denitrification is an economical method of solving this problem. Currently, about 130 full-scale deammonification plants are fully operating around the world, but none is in Korea. In order to transfer the principal information about sidestream deammonification processes to researchers and operators, we summarized basic concepts, processes type, and key influence factors (e.g., concentration of nitrogen compounds, dissolved oxygen (DO), temperature, and pH). This review emphasis on the processes of single-stage sequencing batch reactor (SBR) deammonification, which are widely used as full-scale plants. Since simultaneous processes of partial nitritation, ANAMMOX and heterotrophic denitrification occur in a single reactor, the single-stage SBR deammonification requires appropriate control/monitoring strategies for several operating factors (DO and pH mostly) to achieve efficient and stable operation. In future, AB-process consisting of A-stage (energy harvesting from organics) and B-stage (ammonium removal without organics) will be applied to the wastewater treatment process. Thus, we suggest mainstream deammonification for B-stage connected with the sidestream deammonification as seeding source of ANAMMOX. We expect that many researchers will become more interested in the sidestream deammonification.

• 상하수도학회지
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• 제32권5호
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• pp.371-379
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• 2018

The lack of seed sludges for Ammonium Oxidizing Bacteria (AOB) and slow-growing ANaerobic AMMonium OXidation (ANAMMOX) bacteria is one of the major problem for large-scale application. In this study, $24m^3$ of single-stage SBR (Sequencing Batch Reactor) was operated to remove nitrogen from reject water using AOB and ANAMMOX bacteria cultivated from activated sludge in the field. The ANAMMOX activity was found after 44 days of cultivation in the ANAMMOX cultivation reactor, and then $0.66kg\;N/m^3/d$ of the nitrogen removal rate was achieved at $0.78kg\;N/m^3/d$ of the nitrogen loading rate at 153 days of cultivation. The AOB cultivation reactor showed $0.2kg\;N/m^3/d$ of nitrite production rate at $0.4kg\;N/m^3/d$ of nitrogen loading rate after 36 days of operation. The cultivated ANAMMOX bacteria and AOB was mixed into the single-stage SBR. The feed distribution was applied to remove total nitrogen stably in the single-stage SBR. The nitrogen removal rate in the single-stage SBR was gradually enhanced with an increase of specific activities of both AOB and ANAMMOX bacteria by showing $0.49kg\;N/m^3/d$ of the nitrogen removal rate at $0.56kg\;N/m^3/d$ of the nitrogen loading rate at 54 days of operation.

• 자원환경지질
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• 제36권5호
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• pp.349-356
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• 2003

최근 산업활동의 종류가 점차 복잡해지면서 오염물질의 종류도 많아지고 있으며 오염물질의 성상도 점차 복합화하고 있다. 이런 경향은 과거 단일 물질에 의한 오염에서 점차 유기물과 중금속이 동시에 오염되는 것과 같은 혼합 오염형태가 증가하고 있는데서 인지된다. 본 연구는 유류와 중금속이 동시에 오염된 지역에서 유류분해에 따른 혐기성 환경전환이 비소의 농도와 화학종에 어떤 영향을 미치며 그 결과가 위해성과 정화작용에 어떤 영향을 미치는지를 확인하고자 하였다. 충적대수층에서 채취한 사질토양을 tetradecane으로 오염시킨 후 As(III)과 As(V)를 각각 1:1, As(III)로만 그리고 As(V)로만 등으로 혼합비율을 달리하여 오염시킨 후 마이크로코즘을 제작하여 혐기성 반응기안에 방치, 60일간 운전하였다. 매 10일마다 마이크로코즘을 개방하여 유기물, As(III) 및 As(V)의 농도 그리고 Fe, Mn의 농도변화를 측정하였다. 전체 As 농도에 대한 As(III)의 비율, As(III) 자체의 농도 변화 그리고 유기물 분해경향 등을 바탕으로 유기물분해에 따라 As(III)의 증가에 영향을 미치는 것이 확인되었다. Fe, Mn의 환원에 따른 As의 산화와 유기물 분해에 따른 환원이 서로 상충할 수 있으며 실제 분해 단계에 따라 어느 한쪽의 작용이 우세해지는 것으로 판단된다. 즉, Fe, Mn의 환원은 유기물의 분해에 의해 억제되었으며 유기물 분해가 상당히 진행 된 이후 Fe, Mn의 혐기성 용출이 일어나는 것으로 생각된다. 본 연구 결과는 혼합오염지역의 경우 유기물분해는 비소종의 화학형태에 영향을 미칠 것으로 예상되며 만약 As(III)의 비율이 증가할 경우 비소종의 위해성은 증가하게 될 것으로 판단되며 점차 증가하고 있는 혼합오염물 지역에 대한 정량적 위해성 평가가 요구된다.

• 기술혁신학회지
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• 제2권2호
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• pp.290-308
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• 1999

In this study a system for the treatment or recyling of organic wastes from both urban and rural area was recommended. It was developed based on the resource recovery system regarding human being by four tectnologies; forage, methane production, high-grade composting and complete decomposition. High quality compost can be produced by combining several kind of wastes produced from urban and agricultural areas. High quality compost must possess not only general characteristics of ordinary compost, but also a superior ability to improve the soil properties and must contain more nutrients for plant. Cedar chips were recommended as the main bulking agent to adjust moisture contents and air permeability. Charcoal and zeolite can be used not only as the second bulking agent but also as fertilizer for improve the soil amendment. Complete decomposition of organic wastes is defined by organic matter being completely converted to $CO_2$ and water. All the input water was evaporated by the heat produced through the oxidation of organic matter, In the present study, the complete treatments were successfully achieved for Shochu wastewater, swine wastes, thickened excess sewage sludge, wastes produced by Chinese restaurant and anaerobic digested sludge. First of all, recycling center of organic wastes should be established for the protect the environments and effective recovery of organic resources. This may means the way to derive the recovery of human value.

• 상하수도학회지
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• 제26권3호
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• pp.399-408
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• 2012

The overall goal of this study was to characterize and quantify ammonia-oxidizing bacteria (AOB) in four different full-scale sequence batch reactor (SBR) wastewater treatment plants. Also, this study focused on assessing the occurrence of the alternative ammonia-oxidizing microbes such as anammox (anaerobic ammonia oxidation) bacteria (AMX) and ammonia-oxidizing archaea (AOA) in these systems. Based on total AOB numbers and the estimated cell density in the mixed liquor samples, AOB constituted 0.3 - 1.8% of the total bacterial population in the four WWTPs. Based on clone library, Nitrosomonas ureae-like AOB were dominant in plant A and B, while plant C and D had Nitrosomonas nitrosa-like AOB as major AOB group. The four different AMX primer sets targeting AMX 16S rRNA gene produced PCR amplicons distantly related to Chlamydia and Planctomycetales group bacteria. However, it was not clear these groups of bacteria perform anammox reaction in the SBR plants. Also, molecular evidence of AOA was found in one of the SBR plants, with a sequence located in the deep branch of the sediment creanarchaeota group.

• 한국물환경학회지
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• 제22권2호
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• pp.300-307
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• 2006

The combined SHARON (Single reactor system for High ammonium Removal Over Nitrite)-ANAMMOX (Anaerobic ammonium oxidation) reactor were operated in mesophilic condition ($35^{\circ}C$). In this study, microbial granulation and characteristics of SHARON and ANAMMOX sludges were investigated using settling test, Scanning Electron Microscopy (SEM) and Fluorescence In Situ Hybridization (FISH). In SHARON reactor, Aerobic granulation with diameter of 1.5~2.5 mm was accomplished but aerobic granulation was weaker than anaerobic granular sludge. Initial seed sludge of ANAMMOX reactor was used as attached media for biofilm growth. ANAMMOX sludge was more compact and rounder rather than seed sludge. Though ANAMMOX sludge has high activity, it has lower settling ability than the seed granule. The color of ANAMMOX sludge was changed from dark to redish brown granular with diameter of 1~2 mm. In FISH of ANAMMOX sludge, high fraction of Candidatus B. stuttgartiensis which paid great role of nitrogen conversion was detected. Also, FISH results reveals that ANAMMOX bacteria inhabit at inner parts near surface, having advantages in utilization of substrates and protection from oxygen inhibition.