• Korean Journal of Food Science and Technology
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• v.36 no.2
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• pp.255-261
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• 2004

Experiments using ozone are presented for the water purification and wine quality improvement. Advanced oxidation process results reveal water treatment by both ozone and UV radiation increases quality of the takju prepared using a Korean conventional nuruk than with ozone-treatment or convectional method only. Water quality was enhanced by ozone treatment, resulting in 85% reduction of hardness, and 30% increase in total glucose produced due to increased conductivity and biodegradability of water. Although initially decreased slightly due to oxidation of takju, higher than expected ethanol production was observed, with ozone plus UV treatment resulting in 20% higher production compared with other methods.

• Journal of Korean Society of Environmental Engineers
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• v.27 no.9
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• pp.989-994
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• 2005

The treatment efficiency and the degradation characteristics of humic acid were investigated in three processes-GAC adsorption, Ozone alone and Ozone/GAC hybrid process, in which $UV_{254}$, DOC, molecular size distribution and surface change of GAC were evaluated. DOC removal rate in Ozone/GAC hybrid profess(ca. 80%) was higher than the arithmetic sum of Ozone alone(38%) and GAC adsorption(19%). This result approves that the combined Ozone/GAC hybrid process brings synergistic effects on DOC removal from the HA containing water. $UV_{254}$ decrease rate was also at the highest in Ozone/GAC hybrid process from the three processes. It may be interpreted that the granular activated carbon in Ozone/GAC hybrid process acts as not only an adsorbent but also a catalyst for ozonation, and futhermore offers an additional reaction site between adsorbed organic matter and ozone. In the study of molecular sire distribution, there was no significant change of molecular size distribution in the GAC adsorption process during the reaction time of 120 min. In Ozone alone process, the fraction of molecular size over 30 kDa was decreased a little at the beginning and left constant after 10 min. But in Ozone/GAC hybrid process, the molecules size over 30 kDa of HA was significantly decreased from 36.3% to 3.9%. And also the fraction of smaller molecular size below 0.5 kDa was increased from 4.8%(untreated HA) to 12.3%(in Ozone alone) and 40.1%(in Ozone/GAC) respectively at the reaction time of 120 min.

• JOURNAL OF ELECTRICAL WORLD
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• s.271
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• pp.63-68
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• 1999

오존(Ozone) 이용의 역사는 19세기의 음료수 살균으로 거슬러 올라간다. 그후 선택적 화학반응을 이용한 화학합성, 1970년대의 공해대책시대의 배수(排水)탈색(脫色)$\cdot$탈취(脫臭), 수질 유지로 진전되어 왔다. 최근에는 특히 여러 가지 제품의 제조프로세스 등에서 환경부하가 적고 생산성이 좋은 프로세스가 요청되고 있어, 그러한 관점에서도 분해 후 무해한 산소로 되돌아가는 산화제인 오존의 활용이 기대를 모으고 있다. 기술면에서는 오존 단독처리에 더하여 과산화수소나 자외선과의 병용에 의한 촉진산화처리, 생물처리와의 병용처리 등 반응속도의 향상, 비처리물질의 확대를 겨냥한 새로운 반응기술, 대용량$\cdot$고농도 오조나이저(Ozonizer), 클린 오조나이저 등, 적용분야의 확대를 가능케 하는 오존발생기술, 하드웨어 기술의 진보가 현저하다. 최근에는 이 최신기술과 다른 기술과의 복합에 의한 새로운 제안도 많이 나오고 있으며, 수처리를 중심으로 신(新)프로세스에 더하여, 예를 들면 펄프 표백(漂白) 프로세스와 반도체 제조프로세스 등에의 적용이 급속하게 확대되는 경향이 있어, 바야흐로 새로운 분야를 개척하게 됨으로써 고객의 요구가 다시 신기술을 일으키는 쪽으로 돌아가고 있다고 할 수 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.137-137
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• 2011

급격한 세계인구의 증가에 의해 물 부족지역이 세계 각지로 확산되고 있다. 이에 따라, 건전한 수자원으로써 하수처리수의 재이용이 주목을 받고 있다. 하수처리수의 재이용시에는 특히, 재이용수의 미생물학적 안전성과 더불어 화학물질 등으로부터 기인할 수 있는 인체 및 생태계에의 리스크를 고려해야 한다. 미국 EPA는 병원성 미생물 뿐만 아니라 화학물질에 대한 안전성을 확보 차원에자외선/과산화수소 등의 고도산화처리법을 검토하였다. 1일 $10m^3$ 처리규모의 연속실험장치를 이용, 검토된 공정별 실제 하수 2차 처리수중에 존재하는 의약품류의 제거효과, 에너지 소비량 및 생태리스크 저감효과 등을 비교, 평가하였다. 에너지 소비량에 있어서는 공정별로 다소 차이가 있었으나, 본 실험동안 검출된 38종의 의약품류 제거에는 각 공정 모두 매우 효과적이었다. 에너지 소비측면에서는 오존 단독공정이 가장 적은 에너지 소비량에서 타 공정과 동일한 수준의 의약품류 서 막처리나 자외선 처리 등의 고도처리시설에 대한 정보를 재이용수 가이드라인에 제시하고 있는 반면, 우리나라에서는 재이용수중에 일정농도 이상의 염소가 잔류하도록 함으로써, 재이용수의 미생물학적 안전성 확보만을 고려하고 있다. 최근, 수환경분야에서는 의약품류라는 화학물질이 유럽, 미국 및 일본 등지를 중심으로 주목을 받아오고 있으며, 이들은 ng/L-${\mu}g$/L 수준으로 수환경중에서 검출되고 있다. 이들의 주요 발생원으로 하수처리시설이 지목되고 있으며, 따라서 하수처리수의 재이용시 잔류 의약품류에 의한 리스크 발생 가능성이 우려되고 있다. 이를 배경으로, 하수처리시설에서 의약품류를 효과적으로 제거할 수 있는 공정으로 오존 및 오존/자외선, 제거효과가 얻어졌다. 한편, 오존처리시 발암성 물질인 브로메이트($BrO_3^-$) 등과 같은 부생성물 생성 가능성을 고려하면, 오존 단독공정보다 상대적으로 많은 에너지를 소비하는 오존/자외선, 자외선/과산화수소 등의 고도산화처리법이 높은 적용성을 갖는 것으로 나타났다. 향후, 수자원 부족문제로 재이용수의 용도가 훨씬 다양해 질 것으로 예상된다. 그에 따라, 재이용수의 안전성 확보를 위해 보다 폭넓은 검토가 예상되지만, 현 단계에서는 오존을 포함, 다소 많은 에너지 소비가 예상되는 자외선을 이용한 고도산화처리법이 다양한 미량 화학물질의 제거에 유효한 공정으로 판단된다.

• Journal of the Korean GEO-environmental Society
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• v.7 no.3
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• pp.21-29
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• 2006

The treatment performance of ozonation and three types of advanced oxidation processes (AOPs) such as $O_3/H_2O_2$, $O_3/UV$, $O_3/H_2O_2/UV$ was experimentally investigated for the treatment of refractory synthetic dye wastewater. The removal efficiency of $COD_{cr}$, color and biodegradability ($BOD_5/COD_{cr}$) were relatively evaluated in each treatment unit with simulated dye wastewater. Optimal operational conditions of pH, temperature, dosage and circulation flow rate were also investigated. All suggested processes revealed an effectiveness for the removal of color within a short operational time, moreover, $O_3/H_2O_2/UV$ process showed the highest $COD_{cr}$ removal and biodegradability enhancement among proposed oxidation process.

• Journal of Korean Society of Environmental Engineers
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• v.32 no.4
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• pp.325-332
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• 2010

This study was conducted with the experiment of solubilisation of excess sludge by microbubble ozone process. To improve ozone contact efficiency, microbubble ozones which its diameter were the avearge 30 ${\mu}m$, microbubble size less than 40 ${\mu}m$ occupied about over 90% of all. In treating sludge using microbubble ozones, in case microbubble ozones are injected at microbubble ozone dosage of 0.34 g $O_3/g$ SS or less regardless of sludge concentration, microbubble ozone consumption rate was found to be 100% with no emission of waste ozones. In treating sludges by each concentration, in case the initial SS concentration of sludge is set to 6,447 mg/L, 5,557 mg/L, 3,180 mg/L, 1,092 mg/L and 515 mg/L, the amount of removed SS tended to increase with increase in initial SS concentration for the same microbubble ozone dosage, and treatment of sludge with high initial SS concentration was effective in raising the oxidation efficiency of microbubble ozones. On the other hand, as a result of reviewing acid, alkali and microbubble ozone treatment as composite treatment of sludge, use of acid treatment for the pre-treatment of microbubble ozone was more effective than alkali treatment, and in case of treatment at microbubble ozone dosage 0.05g $O_3/g$ SS with the concentration of sulfuric acid infused in the sludge, the amount of removed SS, 153.9 g, was 1.9 times more than 81.2 g the amount of single treatment of microbubble ozone.

• Korean Journal of Agricultural Science
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• v.19 no.2
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• pp.161-169
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• 1992

Studies were conducted to examine the effects of single or combined treatment of uniconazole [(E)-1-(4-chlorophenyl)-4, 4-dimethyl 2(1, 2,-4-triazol-1-yl)-1-penten-3-ol)] and silver thiosulfate (STS) on reducing ozone injury to snap beans (Phaseolus vulgaris L. 'Strike'). Two weeks after seeding, plants were given a soil drench of uniconazole(XE-1019) solution at concentrations of 0.001, 0.005 and 0.025 mg/pot, and then two days prior to ozone fumigation, 0.3 and 0.6 mM STS containing 0.01% Tween-20 were also sprayed. Uniconazole was effective in providing protection against ozone injury through increase activities of free radical scavengers such as superoxide dismutase (SOD) and peroxidase (POD) as well as the increase of chlorophyll content and stomatal resistance resulted from plant growth retardation. The phytoprotective effects of STS seemed to be related to its properly of blocking the ethylene action and increasing activities of SOD and POD. Even at low concentrations, a combined treatment with uniconazole drench, STS spray significantly reduced ozone injury compared to single application.

• Applied Chemistry for Engineering
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• v.23 no.5
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• pp.490-495
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• 2012

The catalytic effect induced by activated carbon (AC) was evaluated during the phenol treatment using an ozone/AC ($O_{3}/AC$) process. In the case of the addition of AC to the ozone only process, the decomposition efficiency of dissolved ozone and phenol increased with increasing the amount of AC input. It was that the OH radical generated from the decomposition of dissolved ozone by AC had an effect on the removal of phenol. It was shown as the catalytic effect of AC ([$\Delta$phenol]/$[{\Delta}O_{3}]_{AC}$) in this study. The maximum catalytic effect was approximately 2.13 under 10~40 g/L of AC input. It approached to the maximum catalytic effect after 40 min of reaction with 10 and 20 g/L of AC input, while the reaction time reached to the maximum catalytic effect under 30 and 40 g/L of AC input was approximately 20 min. Moreover, the removal ratios of total organic carbon (TOC) for ozone only process and ozone/AC process were 0.23 and 0.63 respectively.

• Journal of Korean Society of Environmental Engineers
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• v.28 no.12
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• pp.1323-1330
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• 2006

In this study, five different odor causing compounds in the Nakdong river and rapid sand filtered waters were treated by oxidation from $O_3/H_2O_2$ process. In addition, the change in BDOC formation by the $O_3/H_2O_2$ process was also investigated for considering this advanced oxidation Process as a pre-treatment to the BAC treatment process. The experimental result showed that the removal efficiency of geosmin was higher with the use of 5 mg/L of $O_3$ and 0.2 mg/L of $H_2O_2$ than with the use of 20 mg/L of $O_3$ alone for the sand filtered water. And in general, the removal efficiency of geosmin in raw water was $12{\sim}27%$ lower than the one in sand filtered water. In sand filtered water. the removal efficiencies of geosmin and IPMP decreased when $H_2O_2/O_3$ ratio increases above the optimum ratio. The optimum ratio of $H_2O_2/O_3$ dose was $0.5{\sim}1.0$ for geosmin and $0.2{\sim}1.0$ for IPMP. However, the optimum ratio of $H_2O_2/O_3$ in raw water remove geosmin appealed to $1.0{\sim}3.0$. According to the experimental results for the removal of 5 different odor causing compounds under varied $O_3$ doses, the removal efficiency of IPMP was the highest with 60% and, in overall, $O_3/H_2O_2$ process showed higher removal efficiency than $O_3$ alone process. The BDOC formation by the $O_3/H_2O_2$ process increased from $0.1{\sim}0.25$ to $0.19{\sim}0.34$ comparing to $O_3$ process alone. Therefore, it is concluded that the advanced oxidation process with $O_3/H_2O_2$ can be used as a pretreatment to the BAC treatment process.

• Applied Chemistry for Engineering
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• v.22 no.6
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• pp.617-622
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• 2011

Ozone-based advanced oxidation was applied for the treatment of anaerobic digestion effluent of livestock wastewater. Initial COD and color value were 930 mg/L and 0.04, respectively, and the 1/10-diluted wastewater was used for the study. The treatment characteristics were compared between the conventionally generated ozone ($105{\mu}m$) and microbubbled ozone ($13{\mu}m$). The use of microbubbled ozone improved the removal of chemical oxygen demand (COD) and color by 85% and 26%, respectively, compared with the conventionally bubbled ozone. The application of microbubbled $O_3/UV$, $O_3/H_2O_2$, $O_3/UV/H_2O_2$ combinations resulted in 5~10% higher color removal than ozone alone, which implies that the contribution of UV or $H_2O_2$ is not significant in color removal. On the other hand, COD removal could be increased two folds compared with ozone alone through $O_3/UV/H_2O_2$ combination. The contribution of $H_2O_2$ was bigger than UV for COD removal with microbubbled ozone. Due to the enhancement of dissolved ozone and radical activity, the microbubbling enabled us to additional COD removal even after stopping ozone supply in the presence of UV or $H_2O_2$.