• 한국환경보건학회지
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• 제34권5호
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• pp.374-381
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• 2008

In this study, the factors affecting biological N and P removal using SND (simultaneous nitrification and denitrification) process were investigated and evaluated to examine the possibility of treating N and P through SND with NADH by surveying N and P traces in an aeration tank. Variations of $NH_4^+$-N+$NO_3^-$-N concentration were used to estimate the degree of SND in each point (P2, P3, P4, P5) of the aeration tank and these variations showed that denitrification efficiency in P2 (front zone), nitrification and denitrification efficiencies in P4 (middle zone) were 67%, 86% and 39%, respectively. When $PO_4^{-3}$-P concentration was analyzed in each point of the aeration tank, it was shown that $PO_4^{-3}$-P concentration coming into P2 was 1.25 mg/L, which increased to 2.22 mg/L by P release in P2 zone and then decreased to 0.74 mg/L by P uptake in P4. Consequently, we were able to estimate which high P removal efficiency observed in this study was caused by biological phosphorus removal. To determine the operating factors affecting effluent T-N, we analyzed the correlation among FN/M ratio, C/N ratio, Temp., SRT etc and these results showed that the correlation among FN/M ratio, C/N ratio and Temp was not high. However, the relationship of SRT and other parameters (effluent $NH_4^+$-N and effluent BOD) and the short SRT could have an affect on effluent $NH_4^+$-N and so effluent BOD could be increased. Thus, SRT operation should be controlled over 10 days. The results for analyzing the correlation between SRT and influent $NO_3^-$-N in order to investigate the operating factors affecting effluent T-P showed that T-P or $PO_4^{-3}$-P was not highly correlation with SRT, whereas $PO_4^{-3}$-P concentration increased along with increasing $NO_3^-$-N concentration into P2. Based on these results, we concluded, using regression analysis (R2=0.97), that effluent $PO_4^{-3}$-P concentration depends on $NO_3^-$-N concentration into P2.

• 한국환경농학회지
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• 제29권3호
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• pp.221-226
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• 2010

축산폐수는 고농도의 유기물 및 질소를 함유하고 있으므로 적절한 처리 방법이 요구된다. 본 연구는 황을 이용한 독립영양 탈질 방법으로 질산성 질소에서 질소가스로의 탈질이 아닌 아질산성질소에서의 황산화 탈질을 연구하였으며 탈질 미생물의 최적 성장 조건을 찾고자 하였다. 초기 알칼리도가 충분한 조건에서는 아질산성질소 탈질 저해가 관찰되지 않았으며 실험온도가 $20^{\circ}C$인 경우에도 $30^{\circ}C$와 비교할 때 큰 저해 없이 탈질이 진행되었다. 하지만 초기 아질산성질소의 농도 300 mg/L 이상에서 lag phase가 늘어나 기질저해가 나타났다. 알칼리도가 충분하지 않은 조건에서 질산성질소의 탈질효율은 10%인 반면 아질산성질소의 탈질의 95% 이상이었다. 산소가 존재할 경우 산소를 이용하여 탈질이 이루어지지 않았음에도 불구하고 황산화 미생물이 산소를 이용하여 황산염의 농도가 증가하였다. 아질산성질소 탈질 시 알칼리도의 소모가 관찰되었으나 질산염 탈질시 보다 알칼리도의 소모가 적었으며 황산염 생성 또한 적었다. 황이용 아질산성 질소 탈질은 외부탄소원의 추가적인 주입 없이 저렴한 황입자를 이용하며 질산성질소 황산화 탈질의 단점인 알칼리도 파괴, 황산염이온 생성의 단점을 보완할 수 있는 효과적인 탈질 방법이 될 것으로 기대된다.

• Korean Journal of Hydrosciences
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• 제1권
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• pp.99-106
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• 1990

An extensive biological nutrient removal pilot plant study of anoxic/anaerobic/ aerobic treatment process was conducted to eastblish an optimum operational mode using primary dffluent. Two operational modes, (1) Qr/Q was 3.0 and maintaining EMLSS of 3100 mg/L in which the best operational results were obtained from previous bench scale study using synthetic wastewater (2) Qr/Q was 0.5 and EMLSS of 2200 mg/L which was compatible with the main plant, were Compared and evaluated for removal of nitrogen and/or phosphorous under field conditions. The nitrogen removal increased with increasing recycle ratios, but the phosphorous removal revealed more consistent results with 83percent removal efficiency in the second mode compared with 80 percent in the first mode. Above all, the two modes equally showed good BOD and nitrogen removals by nitrification-denitrification processes. It was also observed that no scum formed in the pilot plant and the sludge exhibited excellent settling characteristic all the time. The modified biological nutrient removal train can be adopted to the main plant without any major changes of their operational modes.

• 환경위생공학
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• 제11권1호
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• pp.71-76
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• 1996

Bio-film module system was applied to the treated leachate water that priorly had been treated with biological nitrification process. The experiments were performed in the laboratory and treated leachate water treatment facility. Experimental results obtained from laboratory conditions and nitrogen removal efficiencies were averaged 90% for 1 hr.

• 한국환경농학회지
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• 제28권4호
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• pp.371-377
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• 2009

In this study, simultaneous nitrification and denitrification (SND) from synthetic wastewater were performed to evaluate dissolved oxygen(DO) effects on chemical oxygen demand(COD) and nitrogen removal in a single membarne bio-reactor(MBR). DO levels in MBR at Run 1, 2, and 3 were 1.9~2.2, 1.3~1.6, and 0.7~1.0 mg/L, respectively. Experimental results indicated that DO had an important factor to affect COD and total nitrogen(TN) removal. SND were able to be accomplished in the continuous-aeration MBR by controlling ambient DO concentration. It is postulated that, because of the oxygen diffusion limitation, an anoxic micro-zone was formed inside the flocs where the denitrification might occur. From the results of this study, 96% of COD could be removed at DO of 0.7mg/L. At run 2 72.92% of nitrogen was removed by the mechanisms of SND (7.75mg-TN/L in effluent). In this study, SND was successfully occurred in a MBR due to high MLSS that could help to form anoxic zone inside microbial floc at bulk DO concentrations of 1.3~1.6mg/L.

• KSBB Journal
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• 제24권3호
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• pp.296-302
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• 2009

질산화 미생물은 환경조건에 대단히 민감하여 질산화 영향인자의 변화에 의하여 미생물의 성장과 활동이 좌우되고, 이에 의해 질산화 공정의 성공여부가 좌우된다. 질산화에 영향을 미치는 인자로는 배양온도, pH, 용존산소, 기질량, C/N비, 미생물량 등이 있다. 본 연구에서는 폐수처리장의 활성슬러지를 이용하여 합성폐수의 질산화 공정에 미치는 인자들에 대한 연구를 수행하여 다음과 같은 결론을 얻었다. 고농도의 암모니아성 질소(100 mg/L 이상)를 함유한 경우에 있어서는 합성폐수의 pH가 초기 8에서 pH 6.8까지 감소하였다. 이는 질산화 과정을 통하여 아질산성 질소와 질산성 질소가 생성되어 합성폐수 중의 pH 변화를 가져온 것으로 판단된다. 질산화 공정에서 각각 초기 암모니아성 질소 농도, 공급공기량, 접종한 활성슬러지 양에 비례해서 일정구간에서는 암모니아성 질소의 제거속도가 증가하였다. 질산화 공정에서 C/N 비의 영향은 일정 C/N 비 범위에서는 탄소원이 존재할수록 초기에 암모니아성 질소의 제거율이 증진되는 결과를 얻었다.

• 한국물환경학회지
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• 제23권2호
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• pp.281-286
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• 2007

A chemical and biological permeable barrier with economic feasibility is suggested to treat landfill leachate in this study. The proposed composite layers consist of bentonite, and polyurethane (PU) foam that is mixed with powdered activated carbon (PAC) and inoculated with microorganisms from local wastewater treatment plant. Each layer is mixed with local sand, and yellow brown soil. Batch tests were conducted to investigate the sorptions of nitrate on the PU foam and PAC, and nitrification/denitrification rate of each layer material. Nitrification occurred in 30 minutes with initial ammonia concentration of 100 mg/L, and the concentration of nitrate attached in the PU foam increased after 270 minutes. Results of denitrification batch tests showed 76.6%, 87.3% and 88% of nitrate removal efficiency at 10%, 20% and 30% of the volume ratio of PU foam, respectively. The pH increased from 7 to 9.42, and alkalinity increased from 980 mg/L to 1720 mg/L during the denitrification batch tests. In the column experiments using the proposed composite layers with 20% of the volume ratio of the PU foam, about 96% of BOD, 63% of COD, 58.1~79.5% of total nitrogen were removed.

• 한국물환경학회지
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• 제22권2호
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• pp.230-237
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• 2006

The operational parameters and control strategies of a tertiary wastewater treatment process a biological filtration system were investigated. The biological filtration system consisted of a nitrification filter (Fiter 1) and a polishing filter with anoxic and aerobic parts (Filter 2). SS, T-C-BOD, and T-N in effluent were kept stable at less than 3, 5 mg/L, and 5 mgN/L, respectively, under a HRT in Filter (filter-bed) of 0.37~2.3 h. T-N at the outlet of Filter 2 were about 1~5 mgN/L under the condition of LV of 50~202 m/d. Methanol addition was controlled based on the COD/N ratio or McCarty's equation. Constant COD/N ratio control results in excess addition under large diurnal fluctuation of $NOx^--N$, and McCarty's equation can be used to add appropriate amount of methanol. Control of methanol addition by on-line nitrate measurement, control of aeration by on-line DO measurement, and control of backwashing by head loss measurement are successfully operated. These results proved that this process prove the easy-maintenance and cost-effectively treatment is attainable.

• 공업화학
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• 제21권3호
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• pp.243-251
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• 2010

연소배가스에 존재하는 질소산화물의 제거를 위해서는 촉매 환원, 흡수, 흡착 등 화학적 기술이 적용되고 있는데, 장기적으로는 환경친화적이고 에너지 소모가 적은 생물학적 공정의 개발 및 이용이 필요하다. 본 논문에서는 연소 배가스에 존재하는 질소산화물을 제거하기 위한 생물학적 공정의 기술동향을 살펴보고 각각의 장단점을 고찰하였다. 질산화와 탈질 기작을 이용하는 박테리아 시스템과 광합성 미세조류를 이용하는 시스템으로 구분하여 기술의 원리와 현재의 기술 수준을 논하였다. 두 경우 모두 처리속도를 높이기 위해서는 불용성의 일산화질소를 일단 적절한 흡수제에 고농도로 포집시킨 후 미생물에 의하여 분해 또는 고정하는 방향이 바람직하며, 배가스 중 $CO_2$와 NOx를 동시에 고정이 가능하고 별도의 탄소원이 요구되지 않는 미세조류의 활용이 기대된다.

• 한국환경과학회지
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• 제17권11호
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• pp.1265-1271
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• 2008

Aerated submerged bio-film (ASBF) pilot plant has been developed. The presented studies optimized an inexpensive method of enhanced wastewater treatment. The objectives of this research were to describe pilot scale experiments for efficient removal of dissolved organic and nitrogen compounds by using ASBF reactor in plug-flow reactor (PFR) and improve understanding of dissolved organic matter and nitrogen compounds removal rates with dynamic relationships between heterotrophs and autotrophs in the fixed-film reactor. This research explores the possibility of enhancing the performance of shallow wastewater treatment lagoons through the addition of specially designed structures. This direct gas-phase contact should increase the oxygen transfer rate into the bio-film, as well as increase the micro-climate mixing of water, nutrients, and waste products into and out of the bio-film. This research also investigated the efficiency of dissolved organic matter and ammonia nitrogen removals in the ASBF. As it was anticipated, nitrification activity was highest during periods when the flow rate was lower, but it seemed to decline during times when the flow rate was highest. And ammonia nitrogen removal rates were more sensitive than dissolved organic matter removal rates when flow rates exceeded 2.2 L/min.