• 한국식품과학회지
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• 제25권2호
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• pp.154-159
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• 1993

본 연구는 간장의 속성발효를 하기 위하여 Pediococcus halophilus R-22, Saccharomyces rouxii R-60과 Candida etchellsii H-50의 균체를 고정화하여 충진한 column형 reactor에 정어리 분해액을 주입하면서 연속적으로 속성발효를 시도하였다. Column형 reactor에서 P. halophilus R-22의 고정화 균체의 연속적 속성 발효시 유산의 생성은 발효 25일까지는 $0.62{\sim}0.64%$이었고 30일 이후부터는 약간 감소하였다. S. rouxii R-60 고정화 체의 연속적 속성 발효시 시작일부터 35일까지는 ethylalcohol이 $2.1{\sim}2.5%$로 거의 일정하게 생성되었고 40일 이후에는 약간 감소하였다. C. etchellsii H-50 고정화 균체의 발효에서는 35일까지는 4-ethylguaiacol의 함량이 $14{\sim}16\;mg/l$로 거의 일정하게 생성되었으나 발효 40일 이후 약간 감소하였다. Column형 reactor의 발효에서 얻은 어간장의 성분을 분석한 결과 총질소는 1,721.6 mg%, 아미노태 실소는 1,584.1 mg%, 유산은 0.75%, ethylalcohol은 2.7%, 4-ethylguaiacol은 18.2 mg/l이었다.

• 한국물환경학회지
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• 제22권6호
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• pp.1137-1143
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• 2006

In this study we investigated the removal characteristics of NOM and bromate formation characteristics in SOMT reactor. The system was recently developed as a novel ozone reactor and installed in SJ pilot plant. DOC values were decreased within 3% after treatment of 0.5~2.0 mg/L ozone dosage in SOMT reactor while the $UV_{254}$ value was 69% decreased at 2.0 mg/L ozone dosage. The composition of NOM was analysed by LC-OCD (Organic Cabon Detector) after ozone treatment in SOMT reactor to elucidate the variation of NOM character. Polysaccharide (more than 20,000 g/mol) fraction of NOM was decomposed while building blocks (350~500 g/mol) and neutral (less than 350 g/mol) fraction increased. Spiked bromide reacted with 0.5~2.0 mg/L ozone dosage in the SOMT reactor. The bromate formation was proportional to the ozone dosage ($R^2=0.978$) but not proportional to reaction time. The maximum concentration of formated bromate was not exceeded to 10% of spiked bromide concentration.

• 유기물자원화
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• 제9권4호
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• pp.55-60
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• 2001

본 연구에서는 음식물 쓰레기의 주입형태에 따른 혐기성 소화조의 메탄가스 발생특성에 대해 알아보고자 하였다. 하수슬러지와 음식물 쓰레기를 각각 1:0, 1:0.1, 1:0.3, 1:0.5, 1:1, 1:2의 비율로 혼합소화시킨 반응조에서의 주입 g VS당 메탄가스 발생량은 40mL, 85mL, 62mL, 67mL, 72mL 및 73mL $CH_4/g$ $VS_{added}$였다. 음식물 쓰레기의 입경을 raw food, 2~4mm 그리고 2mm이하로 주입하여 혼합소화시킨 반응조에서의 메탄함량이 각각 51.1%, 53.1% 및 50.6%로 나타나 별차이를 보이지는 않았으나, 입경이 작을수록 높은 메탄발생량을 나타내는 것으로 조사되었다. 주입 음식물 쓰레기의 세척여부와 회수에 따른 탄발생량은 음식물 쓰레기를 7~8회 세척한 경우가 세척하지 않은 경우보다 약 11mL $CH_4/g$ $VS_{added}$ 많이 발생하였다.

• 한국환경보건학회지
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• 제15권2호
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• pp.59-68
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• 1989

This study was performed employing the two stage aerated submerged biofilter of media pore size 1.5cm and 2cm, and infiuent substrate concentrations were 30.25mg COD/l, 50.1mg COD/l respectively. The purpose was to determine the treatment efficiency at the low concentration infiuent, reaction order and substrate flux with application of variable-order model that was presented by Rittmann and McCarty. . The results are as follows. 1. Treatment efficiency of 1st reactor was about BOD 82% and COD 76%, when effluent concentration was BOD 3.9 ~ 6.8, COD 7.1 ~ 12.5 mg/l, and this effluent concentration didn't satisfy the water quality grade I, II of river and lake. But as treated effluent of 1st reactor with 2nd reactor, we could achieve appropriate water quality, since instillation of 2nd reactor was needed. 2. Difference of media pore size between 1.5cm and 2cm didn't effect significantly to treatment efficiency and since this of 2nd reactor was about BOD 60%, COD 50%, an consideration of economic point of view should be carried out in field application. 3. Reaction order and substrate flux was varied 0.9851~0.9956 and 0.0028~0.0405 mg/$cm^{2} \cdot day$, and the substrate flux was increased as infiuent substrate concentration increased.

• Environmental Engineering Research
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• 제19권4호
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• pp.387-393
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• 2014

The purpose of this study is to evaluate integrated anaerobic hydrogen fermentation and membrane bioreactor (MBR) for on-site domestic wastewater treatment and resource recovery. A synthetic wastewater (COD 17,000 mg/L) was used as artificial brown water which will be discharged from urine diversion toilet and fed into a continuous stirred tank reactor (CSTR) type anaerobic reactor with inclined plate. The effluent of anaerobic reactor mixed with real household grey water (COD 700 mg/L) was further treated by MBR for reuse. An optimum condition maintained in anaerobic reactor was HRT of 8 hrs, pH 5.5, SRT of 5 days and temperature of $37^{\circ}C$. COD removal of 98% was achieved from the overall system. Total gas production rate and hydrogen content was 4.6 L/day and 52.4% respectively. COD mass balance described the COD distribution in the system via reactor byproducts and effluent COD concentration. The results of this study asserts that, anaerobic hydrogen fermentation combined with MBR is a potent system in stabilizing waste strength and clean hydrogen recovery which could be implemented for onsite domestic wastewater treatment and reuse.

• 한국환경과학회지
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• 제22권7호
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• pp.863-871
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• 2013

Dielectric discharges are an emerging technique in environmental pollutant degradation, which that are characterized by the production of hydroxyl radicals as the primary degradation species. For practical application of the plasma reactor, reactor that can handle large amounts of water are needed. Plasma research to date has focused on small-scale water treatment. This study was carried out basic study for scale-up of a single DBD (dielectric barrier discharge) plasma reactor. The degradation of N, N-Dimethyl-4-nitrosoaniline (RNO, indicator of the generation of OH radical) was used as a performance indicator of multi-plasma reactor. The experiments is divided into two parts: design parameters [effect of distance of single plasma module (1~14 cm), arrangement of ground electrode (single and multi), rector number (1~5) and power number (1~5)]; operation parameter [effect of applied voltage (60~220 V), air flow rate (1~5 L/min), electric conductivity of solution ($1.4{\mu}S/cm$, deionized water)~18.8 mS/cm (addition of NaCl 10 g/L) and pH (5~9)]. Considering the electric stability of the plasma reactor, optimum spacing between the single plasma module was 2 cm. Multi discharge electrodes - single ground electrode array was selected. Combination of power 3-plasma module 5 was the optimal combination for maximum RNO degradation. The optimum 1st voltage and air flow rate for RNO degradation were 180 V and 4 L/min, respectively. The pH and conductivity of the solution was not influencing the RNO degradation.

• 한국양식학회지
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• 제13권2호
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• pp.137-145
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• 2000

삼상 유동층 반응조의 수처리 효율을 검토하기 위해 해수 순환여과 시설을 운전하였다. 수처리 시스템은 유동층 반응조, 카트리지 필터, 오존접촉조로 구성되어 있고, 전체 운전기간동안 사육조내 수질인자별 평균농도는 각각 COD 9mg/L, 총암모니아(TAN) 0.22mg/L, 아질산성 질소 0.05mg/L, 질산성 질소 20mg/L, 탁도 3.64 NTU, SS 9.5mg/L, pH 7.6, 알칼리도 70mg/L 등으로 나타나 양호한 수질조건을 유지할 수 있었다. 유동층 반응조의 TAN 부하량 범위는 4.3~32.9 g/$m^3$/day였고, 평균 제거율은 20 g/$m^3$/day으로 나타났다. 각 반응조의 TAN 제거율은 47~60%로 나타나 해수에서도 효과적인 암모니아 제거 특성을 나타내었다. 또한 유출수의 비이온성 암모니아 농도는 0.002 mg/L이하로 유지 할 수 있었다

• 상하수도학회지
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• 제27권1호
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• pp.21-29
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• 2013

Present study was conducted to evaluate the performance of Anaerobic Hybrid Reactor (AHR) combined with two types of anaerobic attached growth reactors at mesophilic temperature ($37^{\circ}C$). The reactor was operated at the influent substrate condition of 19,400 mg/L soluble chemical oxygen demand (sCOD). The organic loading rate (OLR) and flow rate were varied in the range of $9.5{\sim}22.5kg/m^3$. day and 10.6 ~ 26.0 L/day respectively since start-up was done. The COD removal efficiency of 93 % was measured at the OLR of $14kg/m^3$. day in AHR. However a reduction in removal efficiency to as low as 85 % could have been related to a combined effect of high concentration suspended solids (SS) concentration over 3,800 mg/L. On the other hand the total COD removal efficiencies were measured to be 96.3 % and 96.2 % for AHR+APF and AHR+ADF respectively. The pH of the POME was adjusted to neutral range by using sodium bicarbonate at the initial stages of the reactor feed, later stages pH adjustment was not required as the pH was maintained in the desired neutral range due to self-buffering capacity of the reactor. The reactor proved to be economically acceptable and operationally stable. The biogas was measured to have $CH_4$ and $CO_2$ with a ratio of 35:65, and methane gas production rate was estimated to be $0.17{\sim}10.269L\;CH_4/g\;COD_{removed}$.

• 대한토목학회논문집
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• 제10권4호
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• pp.185-192
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• 1990

본 연구에서는 주정폐액의 고율처리를 위하여 이상 UASB 공정을 시험하였다. 상분리는 반응조의 pH를 조절하므로써 가능하였다. 유입폐수의 SS 농도가 4.1g/l일 때 산형성조는 유기부하 16.5kg $COD/m^3.day$까지 운전이 가능하였고, 이때 산생성율은 3.9g HAc/l.day를 나타내었다. 메탄형성조는 유기부하 44kg $COD/m^3.day$까지 운전이 가능하였으며, 이때 COD 제거율은 80%이었고 비가스 생성율은 16.51/l.day이었다. 두 반응조에서 입상슬러지가 형성된 이후에는 알칼리도의 주입없이 메탄조유출수의 재순환으로 산형성조의 pH를 적절하게 유지할 수 있었다.

• KSBB Journal
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• 제11권3호
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• pp.353-359
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• 1996

Thiobacillus ferrooxidans를 이용한 보다 효율적이고 현장에 직접 응용할 수 있는 우라늄 침출공정을 개발하기 위하여 배양조건의 확립과 교반 반응기 및 이중기포탑 반융기에서의 우라늄 침출에 대한 연구 를 수행하였다. 배지의 초기 $Fe^{2+}$ 농도는 원광석 40g/L에 대하여 16.2g/L를 이용하는 것이 적합하였으며, 원광석의 업자는 작을수록 우라늄 침출율이 증가하였다. 또한 원광석의 첨가량이 많을수록 우라늄의 침출속도는 증가하였으나 침출율은 약간씩 감소하였다. 교반 반 응기 빛 이중기포탑 반응기에서의 우라늄 침출에 대한 실험을 최적조건에서 수행한 결과 교반 반응기에 서는 진탕배양기에서와 통일하게 12일 배양시 39.3%의 침출율로 5.5mgjL의 우라늄을 얻었다. 반면 이중기포탑 반응기에서는 교반 반응기에 비하여 세 균수가 2.4배 증가하였으며, 우라늄의 침출율과 침출된 우라늄 농도도 각각 91.4%와 12.8mgjL으로 교반 반응기 보다 2.3배 증가하였다. 이러한 결과는 이중기포탑 반응기에서는 충분한 양의 산소와 이산 화탄소의 공급과 원광석의 혼합이 잘됨으로써 세균 의 활성이 크게 증가하여 우라늄 침출이 향상된 것으로 추정된다.