• 유기물자원화
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• 제31권3호
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• pp.93-102
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• 2023

본 연구는 NOx, SOx를 동시 제거하는 방법에 추가로 대기 중에 존재하는 중금속 오염물질에 대해 처리가능한지를 스크러버에 산화제와 환원제를 마이크로버블 장치에 투입하여 2차 오염물질이 발생 되지 않는 친환경적인 처리방식을 연구하고자 하였다. 마이크로버블로 처리하고자 하는 대기 중 중금속 물질은 납화합물(Pb)을 선정하여 제거효율을 확인하였다. 마이크로버블을 스크러버에 연결하여 처리함으로써 NOx, SOx 뿐만 아니라 대기 중 중금속 물질 저감효과 및 비용 절감과 2차 환경오염물질이 발생 되지 않는 것을 확인하였다. 본 연구를 통하여 기존에 SCR과 같이 고비용의 처리방식이 아닌 친환경적인 방법을 적용하여 저비용으로 NOx, SOx, 중금속을 동시 제거가 가능하였으며, 산화제와 환원제 및 마이크로버블을 적절히 사용하면 경제적이고 효율적인 대기오염물질 처리가 가능하였으므로 환경방지시설의 기술 발전에 도움이 될 것으로 기대된다.

• 한국습지학회지
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• 제19권1호
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• pp.80-89
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• 2017

국내에서는 비점오염 저감 및 LID 시설에 대한 연구가 활발히 진행되고 있다. 본 논문에서는 수로형 인공습지에 의한 강우 유출수 처리에 대한 연구를 시행하였다. 비점오염저감시설 주변 비닐하우스 지역의 면적은 22.7ha이며 강우 시 비닐하우스지대를 관통하면서 유출되는 비점오염 오염물질을 처리한다. 2006년부터 2008년까지 총 17번의 모니터링을 시행하였으며 다양한 강우를 대상으로 모니터링이 수행되었다. 17회의 모니터링을 통해 얻어진 TSS의 저감효율 범위는 78.3~92.0%로 나타났으며, BOD의 경우 49.5~63.4%, COD의 경우 56.4~66.1%, TN의 경우 28.2~45.5%, TP의 경우 35.6~45.3%로 나타났다. 총 17회의 모니터링 저감효율 범위에 대한 평균값을 산정한 결과, TSS의 경우 86.0%로 나타났으며, BOD의 경우 51.6%, COD의 경우 60.1%, TN의 경우 30.1% 그리고 TP의 경우 53.5%로 나타났다. 연구대상 식생수로에서 제거되는 오염물질은 다른 저류형 습지와 달리 주로 입자상 오염물질이었는데 그 이유는 기하학적 형태 및 구조적으로 체류시간이 짧고 유기물질과 질소 등 용존성 유기물질의 제거에 기여하는 생물화학적 처리환경의 조성에 한계가 있기 때문이다.

• 한국환경과학회지
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• 제26권5호
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• pp.563-572
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• 2017

The Electrocoagulation-Flotation (ECF) process has great potential in wastewater treatment. ECF technology is effective in the removal of colloidal particles, oil-water emulsion, organic pollutants such as microalgae, and heavy metals. Numerous studies have been conducted on ECF; however, many of them used a conventional plate-type aluminum anode. In this study, we determined the effect of changing operational parameters such as power supply time, applied current, NaCl concentration, and pH on the turbidity removal efficiency of kaoline. We also determined the effects of different electrolyte types (NaCl, $MgSO_4$, $CaCl_2$, $Na_2SO_4$, and tap water), as well as the differences caused by using a plate-type and mesh-type aluminum anode, on the turbidity removal efficiency. The results showed that the optimal values of ECF time, applied current, NaCl concentration, and pH were 5 min, 0.35 A, 0.4 g/L NaCl in distilled water, and pH 7, respectively. The results also revealed that the turbidity removal efficiency of kaoline in different electrolytes decreased in the following sequence, given the same conductivity: tap water > $CaCl_2$ > $MgSO_4$ > NaCl > $Na_2SO_4$. The turbidity removal efficiency of the mesh-type aluminum anode was significantly greater than the plate-type aluminum anode.

• 상하수도학회지
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• 제23권1호
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• pp.69-75
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• 2009

The characteristics of disinfection and organic removal were investigated with pulse UV lamp in this study. The intensity and emission wavelength of pulse UV Lamp were compared with low pressure UV lamp. The emission spectrum range of pulse UV lamp was between 200 and 400 nm while the emission spectrum of low pressure UV lamp was only single wavelength of 254nm. 3 Log inactivation rate of B. subtilis spore by pulse UV and low pressure UV irradiation was determined as $44.71mJ/cm^2$ and $57.7mJ/cm^2$, respectively. This results implied that wide range of emission spectrum is more effective compared to single wavelength emission at 254nm. 500ng/L of initial 2-MIB concentration was investigated on the removal efficiency by UV only and $UV/H_2O_2$ process. The removal efficiency of UV only process achieved approximately 80% at $8,600mJ/cm^2$ dose. 2-MIB removal rate of $UV/H_2O_2$ (5 mg/L $H_2O_2$) process was 25 times increased compared to UV only process. DOC removal efficiency for the water treatment plant effluent was examined. The removal efficiency of DOC by UV and $UV/H_2O_2$ was no more than 20%. Removal efficiency of THMFP(Trihalomethane Formation Potential), one of the chlorination disinfection by-products, is determined on the UV irradiation and $UV/H_2O_2$ process. Maximum removal efficiency of THMFP was approximately 23%. This result indicates that more stable chemical structures of NOM(Natural Organic Matter) than low molecule compounds such as 2-MIB, hydrogen peroxide and other pollutants affect low removal efficiency for UV photolysis. Consequently, pulse UV lamp is more efficient compared to low pressure lamp in terms of disinfection due to it's broad wavelength emission of UV. Additional effect of pulse UV is to take place the reactions of both direct photolysis to remove micro organics and disinfection simultaneously. It is also expected that hydrogen peroxide enable to enhance the oxidation efficiency on the pulse UV irradiation due to formation of OH radical.

• 한국지하수토양환경학회지:지하수토양환경
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• 제17권2호
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• pp.7-14
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• 2012

Batch tests were carried out to evaluate the thermal treatment of low volatile organic compounds in low-permeability soil. The chemical oxidation by sodium persulfate catalyzed by heat and Fe (II) was evaluated. Enhanced persulfate oxidation of n-decane (C-10), n-dodecane (C-12), n-tetradecane (C-14), n-hexadecane (C-16), and phenanthrene was observed with thermal catalyst, indicating increased sulfate radical production. Slight enhancement of the pollutants oxidation was observed when initial sodium persulfate concentration increased from 5 to 50 g/L. However, the removal efficiency greatly decreased as soil/water ratio increased. It indicates that mass transfer of the pollutants as well as the contact between the pollutants and sulfate radical were inhibited in the presence of solids. In addition, more pollutants can be adsorbed on soil particles and soil oxidant demand increased when soil/water ratio becomes higher. The oxidation of the pollutants was significantly improved when catalyzed by Fe(II). The sodium persulfate consumption increased at the same time because the residual Fe(II) acts as the sulfate radical scavenger.

• 대한환경공학회지
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• 제34권2호
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• pp.91-96
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• 2012

본 연구에서는 하천의 수질오염물질을 처리하는 다단식 토양여과 시스템의 주요 운전인자인 여재 충전깊이, 선속도 및 연속 또는 간헐운전이 오염물질의 제거에 미치는 영향을 살펴보았다. 여재 충전깊이의 증가는 오염물질과 여재와의 접촉시간을 증가시켜 모든 항목의 제거효율을 증가시키는 역할을 하였다. 특히 물리화학적 제거에 기인하는 TP와 $NH_4$-N 항목의 제거효율이 상부의 생물학적 활성층에서의 제거에만 주로 기인하는 COD에 비하여 더 큰 증가를 보였다. 한편 선속도의 증가는 여재 내에서의 체류시간을 감소시키는 역할을 함에 따라 전반적인 제거효율의 저하를 가져왔으며, 특히 전체 여재층에 걸친 접촉시간에 영향을 받는 TP와 $NH_4$-N 항목에 비하여 표층부의 생물학적 제거에만 기인하는 COD의 경우는 상대적으로 큰 영향을 받는 것으로 나타났다. 따라서 오염물질의 효율적인 제거를 위해서는 체류시간을 증가시키는 방향으로 운전인자들을 조절하는 것이 중요할 것으로 판단된다. 연속운전과 간헐운전으로 운전방법을 달리하는 것은 모든 항목에서 큰 영향을 미치지는 않았으나, 안정적 운전을 위해서는 생물학적 조건의 유지와 막힘 현상의 가속화 등을 고려할 필요가 있다.

• 한국염색가공학회지
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• 제14권2호
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• pp.40-50
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• 2002

In order to remove the pollutants effectively in the dye wastewater by chemical precipitation process, coagulation arid flocculation test were carried out using several coagulants on various reaction conditions. It was found that the Ferrous sulfate was the most effective coagulant for the removal of disperse dye(B79), and we could get the best result lot the removal of disperse dye(B56) in the aspects of TOC removal efficiency and sludge field. When the Ferrous sulfate dosage was $800mg/\ell$, the sludge settling velocity was very fast>, and the color was effectively removed in the disperse dye(B79) solution. Although the color removal was ineffective when the Alum was used as a coagulant, the sludge field was decreased in comparison with the Ferrous sulfate or the Ferric sulfate was used in the disperse dye(B56) solution. The general color removal effect for the disperse dye(B56 and B79) solutions, the Ferric sulfate was more proper coagulant than the Alum. It was showed that TOC removal was improved 5% and over by the addition of Calcium hydroxide, and $30mg/\ell$ of sludge yield was decreased(B79). When Alum or Ferric sulfate was used as a coagulant, pH condition for most effective color removal was 5 in B56 solution. In case of Ferrous sulfate as a coagulant, most effective pH condition for color removal was 9. When Ferric sulfate or Ferrous sulfate was used as a coagulant, pH condition for most effective color removal was 9 in B79 solution.

• Environmental Engineering Research
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• 제24권2호
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• pp.318-323
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• 2019

Paper focuses on comparison between two different orifice plate configurations (plate number 1 and plate number 2) used as cavitating device in the hydrodynamic cavitation reactor for improving pollutant removal efficiencies. Effect of four different parameters such as hydraulic characteristics (in terms of range of flow rates, orifice velocities, cavitation number at different inlet pressures); cavitation number (in range of 5.76-0.35 for plate number 1 and 1.20-0.35 for plate number 2); inlet pressure (2-8 bars) and reaction time (0 to 60 min) in terms of chemical oxygen demand (COD) removal and chlorpyrifos degradation has been studied and compared. Optimum inlet pressure of 5 bars exists for degradation of pollutants for both the plates. It is found that geometry of orifice plate plays important role in removal efficiencies of pollutant. Results obtained confirmed that orifice plate 1 with configuration of 1.5 mm 17 holes; cavitational number of 1.54 performed better with around 60% COD and 98% chlorpyrifos removal as compared to orifice plate 2 having configuration of 2 mm single hole; cavitational number of 0.53 with 40% COD and 96% chlorpyrifos in 2 h duration time.

• 한국환경과학회지
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• 제15권5호
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• pp.479-484
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• 2006

Removal of elemental mercury $(Hg^0)$ with the reactive species produced from dielectric barrier discharge (DBD) was studied. We investigated the effect of operating parameters such as the applied voltage, residence time, initial concentration and co-existence of other pollutants. The removal of $(Hg^0)$ was significantly promoted by an increase in the applied voltage of the DBD reactor system. It is important to note that at the same input power, the removal efficiency of $(Hg^0)$ was much higher than that of NO gas. These results imply that if the DBD system is used as a NOx treatment facility, it is capable of removing $(Hg^0)$ simultaneously with NOx.

• 설비공학논문집
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• 제15권9호
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• pp.733-737
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• 2003

The purpose of this study is to analyze the particle removal characteristics of a commercial air cleaner based on the electrostatic precipitator. The air cleaner consists of a positive corona precharger to precharge particles and a collector to remove the charged particles. The test for particle removal efficiency is conducted with tobacco smoke particles of 1.27${\mu}{\textrm}{m}$ in mass median diameter. The result of one-pass filtration test shows that the filtration efficiency is more than 90% for the particles larger than 2.5 Um, while the efficiency for the particles of 0.5～1.0${\mu}{\textrm}{m}$ in case of 4.18 CMM is 70%. For the test room of 5,800${\times}$3,400${\times}$2,600㎣, the concentration of tobacco smoke particles decreases up to 30% of initial values within 30 minutes due to natural reduction and up to 90% of initial values within 30 minutes with the air cleaner operation.