• 한국물환경학회지
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• 제27권6호
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• pp.877-884
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• 2011

In this paper, the removal characteristics of dissolved organic carbon (DOCs) by micro bubble ozonation process and $O_3/UV$ process were comparatively studied. In the point of DOC removing reaction coefficient, micro bubble ozonation system and $O_3/UV$ process had not significant difference, $0.0120sec^{-1}$ and $0.0141sec^{-1}$. Therefore micro bubble ozonation process is more suitable for tertiary treatment of sewage in the point of installation and maintenance cost-reducing. The optimum ozone injection rate was 2.0 g $O_3/g$ DOC and HRT was 3 min for the micro bubble ozonation process. The removal efficiency of DOC and SUVA in micro bubble ozonation system was 32.8% and 58.3% respective. Biological aerated filter (BAF) process was installed to remove soluble organic material increased by micro bubble ozonation system. And the effluent BOD of BAF was below 1.0 mg/L. In the view of cost-effectiveness, $O_3/BAF$ process was more profitable than $O_3/UV/BAF$ process for tertiary treatment of sewage. In order to nitrify ammonia in the BAF process completely, $NH_4{^+}-N$ concentration in the influent water of BAF should be designed considering low water temperature in the winter season.

• 한국축산시설환경학회지
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• 제17권3호
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• pp.181-188
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• 2011

돈분뇨 슬러리 2차 처리수를 대상으로 하여 오존과 과산화수소 등을 적용한 시험결과를 요약한 주요결과는 다음과 같다. 1. 동일한 시료에 동일한 처리시간 동안 처리하였을 경우, 주입한 오존 농도에 따라 처리수의 색도변화가 육안적으로 쉽게 확인할 정도의 차이를 나타냈다. 2. BOD와 COD 그리고 색도는 처리시간이 경과함에 따라 8.4 g/hr 오존 주입 수준에서의 제거효과가 다른 처리구에 비해 크게 나타났다. 반면에 SS는 오존 적용농도에 큰 영향을 받지 않는 것으로 나타났고, 질소와 인도 오존처리 효율이 높지 않은 것으로 나타났다. 3. 돈분뇨 슬러리 2차 처리수에 오존을 적용할 경우 색도 등 오염성 물질 제거효과와 더불어 생물학적 안정성 확보도 가능한 것으로 판단된다. 4. 돈분뇨 슬러리 3차 처리수에 과산화수소수를 첨가할 경우 2차 오염에 의한 잔존세균의 감소효과 및 암모니아 발산감소로 인해 돈분뇨 2차 및 3차 처리수의 중수도 개념으로서의 재활용 가능성에 대한 긍정적 요인으로 작용할 수 있는 것으로 판단된다.

• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2002년도 춘계학술대회논문집
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• pp.267-272
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• 2002

The electric heat pump requiring HCFCs as a refrigerant has been for most residential air-conditioners in Korea. They cause a surge up electric power demand during summer. Moreover, the use of HCFCs and HFCs causes a serious problem to the global environment such as global warming and ozone layer destruction. An absorption chiller and heater could solve such problems. It was built and tested for analyzing the performance of the absorption chiller/heater. Experiment was done with a 1.5RT household absorption chiller and heater. It was experimented that the cooling capacity, gas capacity, COP were researched by the temperature of cooling water. The change of the cooling water temperature have effect the temperature(or pressure) of the parts on absorption chiller The result of the change of the cooling water temperature have the effects of the absorption chillers. This data will help to operate the household absorption chiller and heater.

• 한국식품저장유통학회지
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• 제3권2호
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• pp.145-148
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• 1996

This paper was carried out to investigate change in the initial microorganism of Pepper which were treated with ozonated water for microbial decontamination. When ozonated water was 30, 60, 90minutes treatment, there was decrease in the overall total microbial of the black & white pepper. Total lactic acid bacteria died completely after contacted with ozonated water for 60minutes but the inhibition rate on the total aerobic bacteria of black & white pepper were 62% and 96%, respectively. Total aerobic bacteria of four packing material was increased after 1 months of storage at 37$^{\circ}C$ when it had treated with 90minutes ozone reaction Then, there was no significant changes in the piperin contents.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 1998년도 학술발표회논문집
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• pp.242-244
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• 1998

Over the years manufactures have become increasingly aware of the importance of water purity and its effect on the quality of the final product. One of the largest problems that confronts pure water system operators is bacterial recontamination shortly after the water purification equipment. There are several recommended methods of either preventing or recommended methods of either preventing or removing such contamination but most have inherent disadvantages. Drinking water has required new treatment techniques such as ozonation and granular activated carbon(GAC) filtration. Ozone is known to be a powerful oxidant and disinfectant. Therefore it has been found to be necessary for the treatment of taste, odor and color as an oxidant of inorganic and organic compounds.

• 대한환경공학회지
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• 제39권3호
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• pp.105-111
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• 2017

본 연구는 낙동강 하류원수를 정수처리하는 정수장에서 전염소 처리시 pH 조절, 오존처리, 응집이 THMs 생성에 미치는 영향을 평가하기 위해 수행하였다. 원수의 pH를 낮추면 전염소 처리에 의해 THMs 생성이 저감되었다. pH를 9.5에서 9.0로 낮추면 THMs 생성이 18.3%, 9.0에서 8.0으로 낮추면 14%, 8.0에서 7.0으로 낮추면 7%, 9.5에서 8.0으로 낮추면 29% 감소되었다. 염소처리 전에 저농도의 오존($0.11{\sim}0.48mg{\cdot}O_3/DOC$)을 주입하면 오존을 주입하지 않은 경우에 비해 THMs 생성을 6~24% 정도 저감시킬 수 있었다. 전오존 1.0 mg/L을 주입한 원수에 염소 2.5 mg/L를 주입하고 alum 40 mg/L, 황산 6 mg/L를 주입한 경우 THMs 생성농도가 염소만 처리한 경우에 비해 42% 감소하였다. 정수처리공정에서 전오존 처리 후에 염소를 투입하고 응집이나, pH 조절을 하면 취수구에서 pH만 낮추는 경우에 비해 THMs 제어에 더 효과적이다. 염소 2.5 mg/L를 주입한 후 alume 40 mg/L 주입하여 응집실험을 한 결과, THMs 생성농도가 염소만 투입한 경우에 비해 pH 저하로 인해 19%, 천연 유기물질(NOM)의 제거로 18% 정도 저감되었다. 응집은 pH 저하와 유기물 제거를 동시에 유발하기 때문에 pH를 낮추는 경우에 비해 THMs 생성농도 저감에 효과적이었다.

• 한국식품저장유통학회지
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• 제14권1호
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• pp.54-60
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• 2007

신선편이 당근채 세척시 오존수 사용에 의한 품질 및 안전성 향상 효과를 구명하기 위해 연구를 수행하였다. 세척 당근을 절단한 뒤 100ppm의 염소수에 1, 2회 세척 및 오존발생장치에서 공급되는 초기 오존수 농도 2ppm에서 1,5, 20분 세척한 뒤 $O_{2}$ 투과율 $29.2pmol{\cdot}s^{-1}{\cdot}m^{-2}{\cdot}Pa^{-1}$ 필름으로 포장하여 $5^{\circ}C$에서 3주간 저장되었다. 당근채의 오존수 세척처리는 저장 중 포장내부의 기체 조성, 당근채의 품질 및 미생물 수에 영향을 미쳤다. 오존수 20분 처리는 당근채 저장 중 $CO_{2}$ 농도가 낮고, 경도가 높았으며, 백화지수(WI), 이취발생 및 미생물 수가 적어 가장 높은 관능점수를 나타내며 저장 3주까지 상품성을 유지하였다. 그러나 염소수 1회 세척은 비록 미생물 수는 오존수 20분 처리와 함께 낮게 나타났으나 품질에 있어서 상대적으로 WI와 이취발생이 높아 오존수 20분 보다 품질변화가 심하였다. 따라서 오존수 20분 처리는 신선편이 당근채의 염소 세척을 대체할 수 있는 방법으로 판단되었다.

• 상하수도학회지
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• 제21권1호
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• pp.13-25
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• 2007

The water treatment plants in Seoul Metropolitan Area, which are under Korea Water Resources Corporation(KOWACO)'s management, take water from Paldang Reservoir in Han River System for drinking water supply. There are taste and odor (T&O) problems in the finished water because the conventional treatment processes do not effectively remove the T&O compounds. As part of countermeasures for taste and odor control, KOWACO is planning to introduce advanced water treatment process such as ozone and GAC in near future. This study evaluated the removal characteristics of T&O and dissolved organic matter (DOM) to find design and operation parameters of advanced water treatment processes in a pilot-scale treatment plant. The GAC adsorption capacity for DOC in the two GAC system (GAC and $O_3$-GAC) at an EBCT of 14min was mostly exhausted after 9months. The differency of the removal efficiency of DOC between $O_3$-GAC and GAC increased with increasing operation time because the bioactivity in $O_3$-GAC process was enhanced by post-ozone process. Removal by conventional treatment was unable to reach the target TON(threshold odor number) of 3 but GAC systems at an EBCT(empty bed contact time) of 14 min were able to archive the target with few exception. During the high T&O episodes, PAC as a pretreatment together with GAC could be useful option for T&O control. However, substantial TON removal continued for more than two year (> 90,000 bed volumes). At the spiking of less concentration 26 to 61 ng/L in the influent of GAC systems, GAC absorber and $O_3$-GAC processes could meet the treatment target. The better spike control after 12 and 19 months of operation compared to that after 7 months of operation is a strong indication of biological control. The results presented in this study had shown that $O_3$-GAC process was found to be more effective for T&O control than GAC process. And the main removal mechanism in GAC systems were adsorption capacity and biodegradation.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2011년도 제42회 하계학술대회
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• pp.1576-1577
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• 2011

오존은 수처리공정에서 사용되고 있는 산화제중에서 염소 다음으로 가장 강력한 산화력을 가지고 있는 물질이다. 그에 따라 상 하수도, 축산폐수, 농약등 오염원을 효과적으로 제거하는데 활용이 확대되고 있는 추세이다. 또한 2차적인 오염물질이 없다는 점에서 더욱 다양한 분야에서 적용되고 있다. 현재 오존을 발생시키기 위해 다양한 기술이 개발되고 있으며, 그 중에서 1857년 Siemens에 의해 개발된 무성방전식 오존발생기가 최근 가장 널리 사용되고 있다. 본 연구에서는 무성방전식 오존발생기에 대한 최적 운전점을 도출하기 위한 시뮬레이션을 JAVA로 프로그램하고 실제 운영현장에 적용하여 결과를 도출하였다.

• 환경위생공학
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• 제12권1호
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• pp.69-75
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• 1997

Biological drinking water treatment is widely used in Europe for the removal of ammonia nitrogen and organics. During the last 16 years, the deterioration of the quality of surface waters used to produce drinking water has resulted in the widespread use of ozone-biological treatment in Korea. This study were conducted to determine the effect of media weight and preozonation on the biodegradability enhancement in biological fluidized bed(BFB) using Han river water. When the carbon weight was increased, $NH_{3}-N$ and DOC removal increased, but turbidity and SS removal decreased. To remove turbidity and SS, the bed depth in 40% expansion rate/total bed depth was very important. Preozonation of raw water was not effective in $NH_{3}-N$, but increased in biodegradable organic fraction about 10-30% with 0.425-0.85 mg $O_{3}/mg$ DOC.