• 유기물자원화
• /
• 제15권2호
• /
• pp.136-146
• /
• 2007

상향류 혐기성 블랭킷 반응조를 이용한 매립지 침출수 처리시 입상슬러지 첨가 유무에 상관없이 성공적인 처리가 가능하였다. 입상슬러지의 첨가는 초기 운전기간를 현저히 단축할 수 있었다. 수리학적 체류시간 1일과 $4-8kgCOD/m^3.d$ 의 유기물 부하율에서 Control 반응조와 Granule 반응조의 COD 제거율은 90% 이상을 유지하였다. 실험기간 동안 입상슬러지 첨가 유무에 상관없이 슬러지 표면과 반응조 벽면에 무기 침전물이 축적되었다. 비메탄 활성도는 미생물의 기질에 대한 적응도와 유기물 부하량이 증가함에 따라 증가하였다. Granule 반응조의 최대 비메탄 활성도의 값은 $0.57gCOD/g{\cdot}VSS{\cdot}.d$로 나타났다. 비록 본 연구에서는 과도한 무기물 축적으로 인한 비메탄 활성도의 저감은 발생하지 않았으나 무기물의 제거를 위하여 유입수의 전처리 공정이 필요할 것으로 판단된다.

• 한국생물공학회:학술대회논문집
• /
• 한국생물공학회 2000년도 추계학술발표대회 및 bio-venture fair
• /
• pp.508-511
• /
• 2000

In situ hybridization with fluorescent oligonucleotides(FISH) was used to detect and localize microorganisms in the granules of lab-scale upflow anaerobic sludge blanket(UASB) reactors. An UASB reactor was seeded with mesophilically-grown($35^{\circ}\;C$) granular sludge, and thermophilically($55^{\circ}\;C$) operated by feeding with a synthetic wastewater. Sections of the granules were hybridized with 16S rRNA-targeted oligonucleotide probes for Eubacteria, Archaeabacteria, and specific phylogenetic groups of methanogens. FISH clearly showed the layed structure of thermophilic granules, which was consisted of outer bacterial cells and inner archaeal cells. Methanoseata-, Methanosarcina-like cells were also found to be localized inside the granules. These results demonstrated FISH was useful in studying the spatial organizations of methanogens and in situ morphologies and metabolic functions in thermophilic granular sludges.

• Biotechnology and Bioprocess Engineering:BBE
• /
• 제8권1호
• /
• pp.54-57
• /
• 2003

H$_2$-producing bacteria were isolated from anaerobic granular sludge. Out of 72 colonies (36 grown under aerobic conditions and 36 under anaerobic conditions) arbitrarily chosen from the agar plate cultures of a Suspended sludge, 34 colonies (15 under aerobic conditions and 19 under anaerobic conditions) produced H2 under anaerobic conditions. Based on various biochemical tests and microscopic observations, they were classified into 13 groups and tentatively identified as follows: From aerobic isolates, Aeromonar spp. (7 strains), Pseudomonas spp. (3 strains), and Vibrio spp. (5 strains); from anaerobic isolates, Actinomyces spp. (11 Strains), Clostridium 5pp. (7 strains). and Porphyromonas sp. When glucose was used as the carbon substrate, all isolates showed a similar cell density and a H$_2$ production yield in the batch cultivations after 12 h (2.24-2.74 OD at 600 nm and 1.02-1.22 mol H$_2$/mol glucose, respectively). The major fermentation by-products were ethanol and acetate for the aerobic isolates, and ethanol, acetate and propionate for the anaerobic isolates. This study demonstrated that several H$_2$ producers in an anaerobic granular sludge exist En large proportions and their performance in terms of H$_2$ production is quite similar.

• 유기물자원화
• /
• 제3권2호
• /
• pp.37-45
• /
• 1995

유가공폐수 처리를 위한 UASB 의 성능과 운전상의 문제점을 조사하였다. 인공 유가공폐수는 부하3.9kg $COD/m^3.day$까지 성공적으로 운전이 가능하였으며, 이 때 90% 이상의 COD 제거율과 단위 체적당 1.23 I/I.day 의 가스가 발생하였다. 그러나, 부하 2.1kg $COD/m^3.day$ 에서는 침전부 표변에 스컴층이 형성되면서 슬러지부상과 유실이 관찰되었다. 혈청병 (SBT) 실험으로 측정된 우유공장 실폐수와 아이스크림폐수의 생화학적 메탄생성능(BMP) 은 각각 0.135, 0.66ml $CH_4/mg\;COD_{added}$이었다. 반응조의 슬러지 활성도는 식종 초기에 0.159g $COD-CH_4/g$ VSS.d 에서 운전 90 일이 경과하는 동안에 8배 이상 증가하였다.

• 상하수도학회지
• /
• 제13권2호
• /
• pp.55-65
• /
• 1999

AF(anaerobic filter)/BAF(biological aerated filter) system and UASB(upflow anaerobic sludge blanket)/BAF system, of which system effluents were recirculated to the anaerobic reactors in each system, were operated in order to investigate the performance in simultaneous removal of organics and nitrogen in high-strength dairy wastewater. Advanced anaerobic treatment processes of AF and UASB were evaluated on applicability as pre-denitrification reactors, and BAF was also evaluated on the performance in oxidizing the remaining organics and ammonia nitrogen. At system HRTs of 4.0 to 4.5 days and recirculation ratios of one to three, the AF/BAF system could achieve more than 99% of organics removals and 64 to 78% of total nitrogen removals depending upon the recirculation ratio. Although the UASB/BAF system also showed more than 99% of organics removals, total nitrogen removals in the UASB/BAF system were 53 to 66% which are lower than those in the AF/BAF system at the corresponding recirculation ratios. Optimum recirculation ratios considering simultaneous removal of organics and nitrogen and cost-effectiveness, were in the range of two to three. The upflow AF packed with crossflow module media, as a primary treatment of the anaerobic reactor/BAF system, showed better performances in denitrification, SS removals, and gas production than the UASB. Higher loading rate of suspended solids from the UASB increased the backwashing times in the following BAF. Especially, at a recirculation ratio of three in the UASB/BAF system, the increase in head loss due to clogging in the BAF caused frequent backwashing, at least once d day. The BAF showed the high nitrification efficiency of average 99.2% and organics removals more than 90% at organics loading rate less than $1.4KgCOD/m^3/d$ and $COD/NH_3-N$ ratio less than 6.4. It was proved that the simplified anaerobic reactor/BAF system could maximize the organics removal and achieve high nitrogen removal efficiencies through recirculation of system effluents to the anaerobic reactor. The AF/BAF system can, especially, be a cost effective and competitive alternative for the simultaneous removal of organics ana nitrogen from wastewaters.

• 환경위생공학
• /
• 제12권3호
• /
• pp.9-17
• /
• 1997

This research aims to remove nitrogen in the piggery wastewater by combined process with upflow anaerobic sludge blanket (UASB) and biofilm process. For the effective denitrification. anaerobic and anoxic reactors were connected to a reactor. The effluent of aerobix reactor was recycled equally with influent in the upper filter of anaerobic reactor for denitrification and outlet of UBF reactor was connected to the settling tank with $1.5{\;}{\ell}$ capacity and the settling sludge was repeatedly recycled to UASB zone. The organic loading rate of total reactor was operated from 0.4 to $3.1kgCOD/m^{3}/d$ and it was observed that the removal rate of TCOD was 80 to 95 percentage. Ammonia nitrogen was removed over 90 percentage in the less volumetric loading rate than $0.1{\;}kgN/m^{3}/d$. But because of non-limitation of organic materials, it was reduced to 70 percentage in the more volumetric loading rate than $0.6{\;}kgN/m^{3}/d$. But denitrification rate was observed 100 percentage in the all of loading rate. This is caused by the maintenance of optimum temperature, sufficient carbon source, and competition of electron acceptors. The results of COD mass balance at the $1.21{\;}kgCOD/m^{3}/d$ was observed with the 71.7% percentage of influent COD. It was revealed that the most part of organic materials was removed in the aerobic and the anaerobic reactor because 38.4 percentage was conversed into $CH_{4}$ gas and 11 percentage was removed in the aerobic reactor with cell synthesis and metabolism. Besides, 5.7% organics was used to denitrification reaction and 3.7% organics related to sulfate reduction.

• 대한토목학회논문집
• /
• 제13권4호
• /
• pp.269-275
• /
• 1993

UASB 반응조를 이용한 옥수수 전분폐수의 처리도를 연속 및 회분식실험으로 조사하였다. 옥수수 전분폐수는 제조공정에 따라 생분해도와 메탄회수율이 달랐다. 유기부하 3.2 kg $COD/m^3{\cdot}day$까지 COD 제거율은 70% 이상으로 유지되었으며, 최대 가스발생량은 부하 8.4 kg $COD/m^3{\cdot}day$에서 약 55 l/day로서 반응조 단위 체적당 약 3.5 l/day의 가스가 발생하였다. 연속실험과 동시에 수행된 회분식(SBT) 실험에 의하면 슬러지의 활성도는 운전 130일이 경과하는 동안 0.03에서 0.53g $COD-CH_4/g\;VSS{\cdot}day$으로 증가하였으며, 슬러지도 입상화되었다. SBT 실험은 처리대상 폐수에 대한 정보 뿐만 아니라, 슬러지의 활성도에 대한 유익한 정보를 제공하였다. 옥수수 전분폐수를 처리하는 과정에서 형성된 입상슬러지의 형태학적 특성은 주정폐수이나 당을 처리한 입상슬러지와 유사하였다.

• 상하수도학회지
• /
• 제11권2호
• /
• pp.112-127
• /
• 1997

The purpose of this study is to get optimum operating factors of Upflow Anaerobic Sludge Blanket (UASB) reactor by introducing methods that make it to reduce inhibition possible in each process wastewater treatment. The used substrates, concentrated corn starch liquid (CSL) wastewater, modified starch, filtering and decoloring wastewater, ion refining wastewater, and mixed wastewater including modified starch and not including modified starch, are generated from molasses process. The seeding sludge is the digested sludge that had been applied to molasses wastewater. Batch test to reduce the inhibition factors that might be existed in each wastewater was examined. Based on the this test, the optimum operating factors according to alkalinity and pH variation was studied through the continuous test using three 5.5 L UASB reactor. The first reactor added $NaHCO_3$ to control alkalinity. The hydraulic retention time (HRT) reduced to 8 hours and the organic loading rate increased gradually. The second reactor changed the pH of influent from 7.0 to 6.0 using NaOH. The third reactor was operated without changes to compare the above two reactors. As the result, the inhibition in concentrated CSL wastewater was removed by adding iron (II). When trace metals were added to mixed wastewater not including modified starch, the digestability by gas production rate increased to more fifty percentage than mixed wastewater that was not adding the trace metals. The reason that the inhibition did not decreased in spite of adding trace metals and nutrients was influenced by high concentration generated during the acid fermentation. The UASB reactors using the mixed wastewater with the most effective performance were operated as 500 mg/L as $CaCO_3$ alkalinity and 6.0 pH at steady state, and at this time, the gas production rates were 283 and 311mL gas/g $COD_{added}$. The COD removal rates were 84.7 and 86.3%, respectively.

• 대한환경공학회지
• /
• 제28권10호
• /
• pp.1055-1064
• /
• 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
• /
• 제20권6호
• /
• pp.583-588
• /
• 2004

This research examined the treatment efficiency and methane production rate in treating slurry-type swine waste using UASB (upflow anaerobic sludge blanket) reactor. The UASB reactor was operated at an organics volumetric loading rate (VLR) of $2.6-15.7kgCOD/m^3/day$. A stepwise increase of the VLR resulted in a temporary deterioration in the COD removal rate in UASB reactor but recovered quickly. The COD removal rate were 65-70% for VLR up to $5 kgCOD/m^3/day$. When organics VLR was $10kgCOD/m^3/day$, the COD removal rate decreased sharply and there was loss of 17.537g of the seeding biomass due to sludge washout. This result indicated that the UASB system cannot be adapted to more than $10kgCOD/m^3/day$ of VLR. As the organic load increased from 2.6 to $15.7kgCOD/m^3/d$, the biogas production rate varied from 3.2 to 10.8 L/d and the methane conversion rate of the organic matter varied from 0.30 to $0.23m^3CH_4/kg\;COD_{removed}$. The methane content showed the range of 70.1-81.5% during the experimental period. The volatile solids (VS) removal efficiency was similar at the low VLR (< $5 kgCOD/m^3/day$), but it decreased sharply at the high VLR (> $5 kgCOD/m^3/day$). The VS reduction rate was, moreover, large those of COD. The result shows that hydraulic retention time above 2 days is essential in case of treating wastewater containing 1% of solids.