• Proceedings of the KIEE Conference
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• 2008.05a
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• pp.123-124
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• 2008

본 논문에서는 반영구적인 세라믹 유전체를 이용하여 오존발생기를 제작하여, 유전체장벽 방전에 의한 방전관의 방전 및 오존생성특성을 검토하기위하여 원료가스의 유량 및 종류, 인가전압에 의한 방전전력에 따른 방전 특성 및 오존생성농도, 오존발생량 및 오존생성수율 특성의 기초연구를 하였다. 동일한 원료가스의 량에서 산소인 경우가 오존생성농도, 오존발생량 및 오존생성수율 특성이 우수하게 나타났다.

• Journal of Soil and Groundwater Environment
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• v.10 no.6
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• pp.63-67
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• 2005

Laboratory scale experiments were carried out to delineate the effects of liquid phases, such as soil water and light nonaqeous phase liquid (LNAPL) on the transport of gaseous ozone in unsaturated soil. Soil water enhanced the transport of ozone due to water film effect, which prevents direct reaction between soil particles and gaseous ozone, and increased water content reduced the breakthrough time of ozone because of increased average linear velocity and decreased air-water interface area. Diesel fuel as LNAPL also played a similar role with water film, so the breakthrough time of ozone in diesel-contaminated soil was significantly reduced compared with uncontaminated soil. Ozone breakthrough time was retarded with increased diesel concentration, however, because of high reactivity of diesel fuel with ozone. In unsaturated soil containing two liquids of soil water and LNAPL, the transport of ozone was mainly influenced by nonwetting fluid, diesel fuel in this study.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2000.11a
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• pp.155-156
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• 2000

대기오염물질 중 오존은 대기성분 간의 화학반응에 의하여 광화학스모그를 형성하는 주요한 가스로서 지금까지 오존의 생성과 대기오염물질 및 기상과의 상관성을 이용한 오존 예측 연구가 다양하게 이루어져 왔다. 국내에서는 회귀모형을 이용한 오존농도 예측(허정숙등, 1993), 신경회로망을 이용한 오존농도 예측(김용국 등, 1994), Wavelet Transform을 이용한 단기오존농도 예측(김신도, 1998)등이 있고, 국외에서는 단기 오존예측(Feister ＆ Balzer; 1991), 선형모델을 이용한 오존예측(Cox, Chu, 1992), 비선형모델을 이용한 오존예측(Peter et, 1995)등이 있다. (중략)

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.13 no.3
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• pp.109-117
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• 1999

In this paper, improved lamp type ownizer( ILO ), which utilizes the superposition of lamp type ownizer( LO ) and surface discharge operation, is designoo and manufactured for the purpose of characteristic improverrent of an LO employoo for installation of environrrent improverrent and good health using Ultraviolet(U.V.) photochemical reactions Irethoc1s. The ownizer consists of 2 types( LO and ILO ), and owne concentration, owne generation and owne yield were investigated in accordance with discharge power and quantity of suwlioo gas. The results of owne concentration, owne generation and owne yield were ILO > LO. So, owne generation characteristics of the lamp type ownizer were improved. At a discharge power of 19[W], owne concentration, owne generation, and owne yield of the ILO are each improvoo than LO 124[%] at the gas flow $1[\ell/min]$ and 143[%] at the gas flow $1[\ell/min]$. The maximum values of owne concentration, owne generation and owne yield were found as 712[ppm], 128[mg/h] and 6750[mg/kWh] respectively.tively.

• Korean Journal of Microbiology
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• v.25 no.2
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• pp.117-121
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• 1987

The ozone-induced reactivation factor for ozonated or UV-irradiated T3 phage was determined in defferent bacterial strains of Escherichia coli B resistant of sensitive to ozone. Our results suggest that ozone is a weak, if any at all, inducer of the Weigle reactivation, one of the SOS functions. This is in agreement with other studies which have suggested that thes agent is probably a weak inducer of the SOS functions.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2002.04a
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• pp.327-328
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• 2002

대기권 오존의 90%정도가 성층권의 15-30km 부근에 존재한다. 성층권에 존재하는 오존은 대류권에서 생성된 오존과 화학식은 동일하지만 대기 중의 생성과정과 유발시킬 수 있는 피해 정도가 다르다. 성층권 오존은 직접적으로 생체 DNA 변성, 피부암 등을 야기 시키는 자외선을 흡수ㆍ차단시켜 주므로 인간 및 동ㆍ식물에게는 중요한 기체이다. 이러한 성층권 오존이 인간에 의해 배출되는 오염물질 염화불화탄소(CFCs), 할로겐 가스등에 의해 파괴되고 있다. (중략)

• Journal of Bio-Environment Control
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• v.23 no.3
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• pp.250-255
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• 2014

Sterilization is an important factor in reprocessing of drained nutrient solution (RDN). To evaluate the suitability of ozone microbubble for RDN in protected horticulture and plant factory, strong fungicidal activity of ozone and microbubble were applied. This experiment was taken advantage of ozonated water (OW) and ozone gas (OG). The Fusarium oxysporum (FO), Phytophthora capsici (PC) and Colletotrichum gloeosporioides (CG) were treated with OW 0.5, 1.0 and 2.0 ppm and OG $3.0g{\cdot}h^{-1}$ for 0, 30, 60, 120 and 180 sec. Results of this experiment can be summed up as follows : In the OW, FO was sterilized by 0.5 ppm in 60 sec and PC was sterilized by 2.0 ppm in 30 sec. In the OG, FO and PC both of them were sterilized in 180 sec. However, CG was not sterilized using OW and OG. Overall, ozone microbubble showed possibility of sterilization in RDN. However, CG is required to more ozone concentration and processing time.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2000.11a
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• pp.299-301
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• 2000

대기환경기준 설정항목은 아황산가스를 비롯하여 이산화질소, 일산화탄소, 오존, 총부유먼지(TSP), 미세먼지(PM10), 납 6개항목이며, 이들 오염물질 중 아황산가스와 총부유먼지는 1990년대 급격히 오염도가 개선되는 경향을 보이고 있다. 일산화탄소와 납의 경우에도 환경기준을 대부분의 지역에서 만족하고 있으나 이산화질소와 오존은 개선되는 양상을 보이지 않고 있으며 도리어 오존의 고농도 발생현상은 증가 추세를 보이고 있다. (중략)

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2003.11a
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• pp.243-244
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• 2003

오존은 매우 불안정한 물질로서, 기타의 환경 대기 가스 분석법에서와 같이 해당 성분의 측정기를 표준 가스로 교정한 후 분석할 수 없다. 이러한 이유로, 환경 대기 중의 오존을 분석하는 일반 분석기의 교정을 목적으로, 본 연구실에서는, 국가 일차 오존 표준분광기(O$_3$-SRP)를 제작하여 운영하고 있다. 운영되고 있는 $O_3$-SRP의 측정 원리는 자외선 흡광 광도법이며, 농도값의 결정은 순수하게 Beer-Lambert 법칙에 따른다. Beer-Lambert 법칙에 따라서 오존 농도를 절대적으로 측정하기 위해서는 몰 흡광계수, 광로의 길이, 투과도, 온도 및 압력을 정확히 측정하여야 한다. (중략)

• Membrane Journal
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• v.14 no.1
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• pp.66-74
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• 2004

Total resistance of membrane in a micro-filtration system using a metal membrane was mainly attributed to the permeate resistance of cake layer($R_c$), which was formed by deposited particles from the physico-chemical interactions of solids on membrane surface. Intermittent back ozonation was highly effective than the air backwashing for fouling reduction. As far the operational effect, under same ozone injection, the increase of gas flow-rate was more favorable than the increase of injection time far the recovery of permeation flux. As the filtration time was longer, the effect of flux recovery by intermittent back-ozonation decreased. Therefore, it is preferable to operate membrane cleaning before the foulant is consolidated on membrane surface.