• 유기물자원화
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• 제27권1호
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• pp.57-64
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• 2019

유입하수와 기존 연계처리수(축산폐수, 분뇨, 음폐수 등)에 더하여 슬러지탄화시설에서 발생되는 유출수가 추가로 유입되며 질소성분의 처리에 어려움을 겪고 있는 하수처리시설을 대상으로 연계처리가 처리효율에 미치는 영향을 조사하였다. 하수처리시설에 유입되는 연계처리수의 부하량(kg/d)을 산출한 결과, BOD 및 COD의 경우 음폐수와 축산폐수가 차지하는 비중이 상대적으로 크게 나타났고, T-N과 $NH_3-N$은 탄화공정수가 차지하는 비중이 가장 큰 것을 확인할 수 있었다. 탄화공정수가 방류수질에 미치는 영향을 분석하기 위하여 탄화공정수 유입 유무에 따른 공정별 처리효율을 분석결과, 호기조에서 $NH_3-N$의 질산화율이 탄화공정수가 유입되지 않는 경우 89%이었으나 탄화공정수가 유입되는 경우 55%로 낮아져 탄화공정수 유입시 질산화효율이 현저히 떨어지는 것을 확인하였다. 탄화공정수 유입으로 인한 질소 및 암모니아 부하량 증가 및 이로 인한 제거율 악화를 해결하기 위해서는 탄하공정수의 전처리를 통해 질소성분의 부하를 낮추어야 할 것으로 판단된다.

• 상하수도학회지
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• 제8권3호
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• pp.19-25
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• 1994

In this research, characteristics of nitrification and denitrification using the microorganism attached on sponge and plates were examined. The denitrification and nitrification performance were investigated under the anaerobic and aerobic condition for about 2 months. Because the basins of denitrification and nitrification were connected in series, wastewater was flowed from denitrification basin to nitrification one. The 90% of influent flowrate was returned from nitrification basin to denitrification one. Most of organic material was removed in nitrification basin, wherease the only exact amount of organics required in denitrification process was removed in denitrification one. This experiment resulted in that heterotrophic bacteria existing in aerobic basin governed the removal efficiency of organic compounds. In case the influent BOD concentration into nitrification basin was 80mg/l, it did not affect to accumulation of nitrifying bacteria, the balance of heterotrophic bacteria was proved to be an important factor in nitrification/denitrification method such as anaerobic and aerobic cycling type.

• 환경위생공학
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• 제12권3호
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• pp.9-17
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• 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.

• Environmental Engineering Research
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• 제13권4호
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• pp.203-209
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• 2008

This paper presents the experimental results in five months operation from a combined anaerobic/oxic system treating swine waste with average concentrations in organic matter and nitrogen of 7,930 mgCOD/L and 671 mgTKN/L, respectively. The system was formed using an upflow anaerobic sludge blanket (UASB) reactor and oxic reactor connected in series with a recycling line of oxic effluents to UASB for its denitrification. The UASB reactor was operated at an organic volumetric loading rate (VLR) of $2.1{\sim}4.5\;kgTCOD/m^3$/day and the removal efficiency of TCOD was $66.3{\sim}85.4%$. The overall removal efficiency of TCOD was more than 99%. The oxic reactor was operated at a nitrogen VLR of $0.10{\sim}0.20\;kgTKN/m^3$/day and the nitrification efficiency was 75%. However, the complete denitrification was observed in the UASB reactor that was due to the optimal temperature and sufficient carbon source. The overall removal rate of TN was about 80%. About 76.2% of the influent COD mass was accountable in a COD mass balance at a level of VLR $3.64\;kgCOD/m^3$/day. The production rate of methane was $0.32\;LCH_4/gCOD_{removed}$ when influent organics, VLR, were recorded by $3.4{\sim}4.5\;kgCOD/m^3$/day.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2008년도 제39회 하계학술대회
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• pp.924-925
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• 2008

There are many types of grid-connected inverter controllers, PI controller based is the most popular methods. But, a common PI control is produced zero-steady state error and phase delay in sinusoidal reference. Synchronous reference frame or DQ transform based controller is capable for reducing both of zero-steady state error and phase delay is. But DQ transform based controller has cross-coupling component which difficult to analyze the system in single phase model. In this paper, to obtained single phase model of the system, DQ transform based controller is analyzed in two techniques. The first is by neglecting cross-coupling. The second is eliminated cross-coupling component by decoupling method. By these two techniques, single phase model is obtained. Then, the single phase model is analyzed to evaluate its performance in stability and frequency response, through Root Locus and Bode diagram, respectively. MATLAB and PSIM simulation is used to verify the analysis. Simulation result is shown; cross-coupling component has no significant influent to the controller.

• 자원리싸이클링
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• 제15권3호
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• pp.66-73
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• 2006

망간단괴 제련 과정에서 니켈 이온의 회수량을 높임과 동시에 니켈 폐수를 제거하기 위한 기초 연구를 수행하기 위해 인공니켈 폐수와 실폐수에 대해 흡착제로 망간단괴를 사용하여 고정층 연속 흡착 실험을 하였다. 인공니켈폐수에 대한 고정층 흡착 칼럼의 충전층 높이, 유입수의 유량, 그리고 유입되는 니켈폐수의 농도를 변화시키면서 흡착 특성의 변화양방을 검토하였다. 흡착실험의 결과를 Bohart-Adams식에 적용하여 고정층 칼럼에서의 흡착량 및 흡착속도상수를 계산하여 비교하였다. 또한 고정 흡착층 파과곡선으로부터 유입수의 유량과 흡착질의 초기농도의 변화에 따른 각 칼럼의 흡착량의 변화를 검토하였다. 직렬 연결 칼럼들에 대해 초기 칼럼에서 최종 칼럼으로 흡착이 진행됨에 따라 흡착량은 상승하는 것으로 파악되었다. 실폐수를 고정층 칼럼에 유입하여 흡착특성을 살펴 본 결과, 충전층 높이에 따른 흡착양상의 변화가 인공폐수와 달리 뚜렷하게 관찰되지 않았는데 이는 인공폐수에 비해 실폐수 중의 $Ni^{2+}$의 농도가 현저히 높기 때문인 것으로 판단되었다. 실폐수의 흡착율에 미치는 망간단괴 입자크기의 영향에 대한 검토에서는 흡착제 입자가 작아질수록 니켈 이온의 흡착율이 다소 상승하는 것으로 파악되었다.

• 한국물환경학회지
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• 제21권6호
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• pp.624-629
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• 2005

The purpose of this study is to investigate the performance of nitrogen removal using autotrophic microorganism in the Membrane-Attached Biofilm Reactor (MABR). The treatment system consists of an aerobic MABR (R1) for nitrification and an anaerobic MABR (R2) for hydrogenotrophic denitrification. Oxygen and hydrogen were supplied through the lumen of hollow-fiber membranes as electron acceptor and donor, respectively. In phase Ι, simultaneous organic carbon removal and nitrification were carried out successfully in R1. In phase II, to develop the biofilm on the hollow-fiber membrane surface and to acclimate the microbial community to autotrophic condition, R1 and R2 were operated independently. The MABRs, R1 and R2 were connected in series continuously in phase III and operated at HRT of 8 hr or 4 hr with $NH_4{^+}-N$ concentration of influent, from 150 to 200 mgN/L. The total nitrogen removal efficiency reached the maximum value of 99% at the volumetric nitrogen loading rate of $1.20kgN/m^3{\cdot}d$ in the combined MABR system with R1 and R2. The results in this study demonstrated that the combined MABR system could operate effectively for the removal of nitrogen in wastewater not containing organic materials and can be used stably as a high rate nitrogen removal technology.

• 대한환경공학회지
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• 제32권12호
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• pp.1087-1093
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• 2010

독립영양탈질은 추가적인 질소 제거를 위해 메탄올과 같은 고가의 외부탄소원을 필요로 하지 않는다는 면에서 효과적이고 경제적인 방법이다. 본 연구에서는 고농도 질소 농도를 함유한 하수에 대한 황탈질 평가를 통해 설계 및 운영인자의 도출에 필요한 기초자료를 확보하고자 하였다. 입상황으로 충진된 황탈질조는 유동형 스폰지 담체를 이용하여 영양염류를 제거하는 고도처리 공정 후단에 파일럿 규모로 설치되었다($Q=18\;m^3/day$). 외부 알칼리 주입 없이 황탈질조 유입수 내 알칼리(평균 $169.4{\pm}20.8\;mg$ $CaCO_3/L$)만을 활용하였고, 2.45시간의 체류시간으로 운영된 황탈질조 내 추가적인 질산성 질소의 제거를 통해 최종 처리수의 총질소가 7.0 mg T-N/L 이하로 도출되었다. 파일럿 설비 평가를 통해 동절기 저수온($15^{\circ}C$ 이하)에서도 60~80%의 안정적인 황탈질 제거효율을 나타내었으며, 2.78 ppm 이내의 Alum 주입 시 황탈질 성능에 거의 영향을 주지 않는 것으로 나타났다. 황탈질조에서 제거된 질산성 질소 대비 소모된 알칼리도는 $4.09{\pm}1.29\;g$ $CaCO_3/g$ ${NO_3}^-$-N로 도출되었고(이론값 4.57 g $CaCO_3/g$ ${NO_3}^-$-N), 황탈질조 유입수 내 질산성 질소의 전환에 필요한 알칼리도 이상을 포함하였다. 입상황의 소모량은 943.8 g S/day로서, 구형입상황의 마모 및 역세 시의 유실 등에 의해 이론적 소모량인 400.1 g S/day 대비 2.4배 정도 높게 나타났다.

• 한국환경보건학회지
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• 제34권1호
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• pp.86-94
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• 2008

Lake Shiwha, an artificial lake located near metropolitan Seoul, offers a unique water environment and has been suspected to have high levels of chemical and microbiological contaminations. Lake Shiwha was originally connected to the sea but currently has four major surface water inputs from agricultural, municipal, industrial areas and in addition an occasional inflow from the sea. The objectives of this study are to investigate the relative contribution of microbial contaminants from each of the inflowing surface waters and to identify appropriate microbial indicator organisms in this unique water environment. We measured the levels of microbial contaminations in the four inflowing surface waters. A number of microbial indicator organisms including total coliform (TC), fecal coliform (FC), E. coli, Enterococci, somatic and male-specific coliphages were analyzed. Bacterial indicator microorganisms were detected and quantified by the $Colilert^{(R)},\;Enterolert^{(R)}$ kit. Surface water (50 l) was sampled by $ViroCap^{TM}\;5"$ cartridge filters and analyzed by the single agar layer method for detecting coliphages. The concentrations of TC, FC, E. coli, and Enterococci were 1543 CFU/100 ml${\sim}1.99{\times}10^6$ CFU/100 ml, 0 CFU/100 ml${\sim}202$ CFU/100ml, 0 CFU/100 ml${\sim}1.80{\sim}10^5$ CFU/100ml, 74 CFU/100 ml${\sim}3408$ CFU/100 ml, respectively. The male-specific and somatic coliphages were detected in three different inflowing surface waters. Isolated E. coli and Enterococci strains were further analyzed by 16s rDNA amplification and subsequent phylogenetic analysis from Jungwang-chun, Ansan-chun, Banwol-chun and penstock of inflowing surface water. Our results indicated that the concentrations of different fecal indicator microorganisms might not be highly correlated with each other. Multiple microbial indicator organisms should be used for monitoring microbial contamination and microbial source tracking methods.

• 한국환경농학회지
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• 제18권4호
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• pp.310-315
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• 1999

본 연구에서는 생물막법의 일종인 흡수성 Biofilter 시스템(ABS)을 설치하여 14개월의 실험기간 동안 건국대 농생대 구내의 염기성 부패조로부터 유입수를 3가지 수리부하율로 처리하여 시험하였다. 모니터링 결과에 의하면 ABS는 평균농도 $BOD_5=6.2mg/l$, TSS=4.4mg/l 이라는 아주 낮은 유기성 유출수를 연속적으로 발생시킬 수 있음이 확인되었다. 이러한 저농도 유출수는 현재 우리나라 오분법의 특정지구(상수원 보호구역)에 대한 방류수 기준($BOD_5=10mg/l$, TSS=10mg/l)에도 훨씬 못 미치는 양호한 농도로서 ABS의 우수한 유기성오수 처리성능이 입증되었다. 특히 유출수내의 TSS 농도가 지극히 낮아서 슬러지의 발생이 거의 없으므로 침전조를 생략할 수 있어 설치비용이 저렴해지고, 유지관리가 단순한 장점을 지니고 있음을 알 수 있었다. 그러나 ABS시설이 농촌에 널리 보급되어 실용적인 시스템이 되기 위해서는 앞으로 T - N과 T- P의 처리효율 향상 방안, 겨울철에 대한 Biofilter탱크내 임계온도 유지문제, 광역모니터링 및 신속보수 유지관리체계 확립에 대한 계속적인 연구가 필요하다. 이러한 문제점만 어느정도 해결된다면 ABS는 우리나라 농촌의 소규모 현장 오수처리시설로서 앞으로 미래가 밝은 차세대형 시스템이 될 것으로 확신한다.