• Elastomers and Composites
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• 제34권2호
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• pp.177-182
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• 1999

SBS thermoplastic elastomers offer an inexpensive alternative to vulcanised rubbers for many undemanding applications. They are, however, particularly susceptible to attack from atmospheric ozone leading to cracking as soon as any strain is applied. In most rubber applications some strain is unavoidable. In this paper a compounding approach to protecting SBS thermoplastic rubbers against ozone is described. An explanation is offered for why a protective effect Is observed only when certain combinations of additive are used. SBS elastomers are the most affordable class of thermoplastic rubbers. To achieve finished products resistant to ozone and without compromising the light colours often demanded, recourse must be made to blending with other saturated elastomers or replacement by hydrogenated (SEBS) types. The latter is a significantly more expensive alternative. Under laboratory conditions where the rate of ozone attack is increased by several decades, unprotected SBS begins to crack within a few hours. Several different protective agents are examined here, the best of which, a cyclic enol ether, $Vulkazon^{(R)}$ AFD, can extend the resistance to any cracking to several weeks by the use of a few percent by weight of additive. The systems reported neither discolour the polymer nor stain other materials with which it may be in contact. Use of the protective systems described here could enable SBS elastomers to compete in many applications with the more expensive SEBS polymers.

• 한국환경보건학회지
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• 제19권4호
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• pp.44-50
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• 1993

This paper has concentrated on estimating the improvement of sludge dewaterability for the application of ozone in sewage treatment plant sludge. The experiment for the study was conducted by batch reactor, contacting ozone (5.0 g O$_3$/hr/l) to waste sludge and measured the Specific Resistance to Filtrate (SRF) varying pH, pressure and reaction time of ozone. And then checked the dissolved solids concentration of flitrate. The results of experiment were as follows: 1. When the total solids concentration of excess sludge was 9, 000 mg/l, the optimum injection rate of ozone was 5.0 g O$_3$/hr/l, and then pressure was 50 cm Hg for the measuring SRF. 2. In the range of pH 3~5, the effect of ozone injection was excellent, but it was unsatisfactory in the range of pH 9~11. Therefore, the ozone injection by acidifying pH level was effective in improving the dewaterability of sludge. 3. It was estimated that the dissolved solids concentration of flitrate was increased in proportion to the injection rate of ozone.

• Elastomers and Composites
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• 제45권1호
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• pp.44-50
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• 2010

기계적 혼련법으로 butadiene rubber(BR)과 대표적인 결정성고무인 chloroprene rubber(CR) 블렌드 혼련물을 제조하여, 이들의 가교 거동, 기계적 성질, 내오존성 및 동적 기계적 성질 등을 검토하였다. 내오존시험에 있어서 50 wt% CR 고무의 첨가에 의하여 크게 개선됨을 확인할 수 있었다. Rheovibron에 의한 동적 계적 특성 측정의 결과로부터 BR/CR 블렌드는 두 개의 전이를 보였으며 $tan{\delta}$ 피이크의 위치는 CR 고무의 함량이 증가함에 따라 고온 쪽으로 이동함을 확인할 수 있었다. 한편 CR 고무량이 증가할수록 최적 가황시간이 증가하는 경향을 보였다.

• 한국조경학회지
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• 제28권5호
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• pp.87-92
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• 2000

The purpose of this study is to investigate Ozone which we have to contact in our daily lives. Recently Ozone becomes a serious pollutant in the inside and outside. To select th indicator plants or the purifier plants for air pollution caused by ozone, this stud has been conducted with interior landscape plant of 10 species. The results are as follows; 1) The visible demage by Ozone was firstly observed on Viburnum awabuki among 10 species, and it occurred after the lapse of 10, 8 and 4 hours on 0.5, 1.0 and 2.0 ppm ozone treatment, respectively. The first symptom of visible demage appeared on chlorosis or blotting of leaves, then progressed on necrosis of leaves. 2) On the other hand, Litsea japonica and Ardisia japonica were so resistant against Ozone fumigation that they were not demage independently of Ozone concentration till the lapse of 60 hours. 3) Chlorophyll contents were decreased by the increased Ozone concentration. At this time, grana destruction was observed. The most sensitive plant to ozone was Viburnum awabuki, and we suggest that Viburnum awabuki would be possible one to use for the indicator plant. The most resistance plant to Ozone was Litsea japonic and Ardisia japonica, we suggest that Litsea japonica and Ardisia japonica would be possible to use for the purifier plant for Ozone pollution.

• 한국산림과학회지
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• 제96권4호
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• pp.470-476
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• 2007

튜립나무, 산수유, 은행나무, 느티나무, 단풍나무 등, 총 다섯 수종을 대상으로 phytotron에서 저농도 오존을 처리한 후 이에 따른 식물의 반응을 고찰하였다. 엽록소함량, 잎 기공저항, 잎 증산량, 항산화효소인 APX(Ascorbate peroxidase)를 통해 분석하였고, 이에 따른 결과는 수종마다 각기 다르게 나타났다. 본 실험기간동안 가시피해현상이 나타난 수종은 튜립나무와 산수유 뿐이었지만 가시피해현상이 없는 수종도 포함, 전 수종이 저농도 오존에 의해 엽록소함량, 기공저항, 기공전도도, 항산화효소 활성에서 낮은 생리적 활성을 보임을 확인할 수 있었다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 추계학술대회 논문집 전기물성,응용부문
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• pp.84-86
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• 2001

Acrylonitrile Butadiene Rubber (NBR) has been used as a transformer gasket material because the transformer gaskets should have high resistivity to oil and should not swell and deform when it contact to insulating oils. Serious cracks were observed in the gaskets being used and ozone test was performed on new, specimens. Cracks were also observed on specimens. So we have performed the following tests on the anti-oxidants containing new gaskets according in accordance with KEPCO purchase specifications; ozone resistance, oil resistance, mechanical properties before and after aging.

• 한국염색가공학회지
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• 제33권4호
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• pp.327-337
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• 2021

The uniformly dispersed Aramid and Poly (phenylene benzobisoxazole) (PBO) in a variety of rubber was investigated. The mechanical properties of rubber were characterized by hardness, tensile strength, elongation at break, heat resistance, oil resistance, cold resistance, ozone resistance measurements. The 3mm Aramid chopped fiber better tensile strength than the other Chopped fiber. The Aramid of 3mm chopped fiber showed excellent reinforcing in rubber composite because of homogeneous dispersion. Consequently, the best 3mm Aramid chopped fiber and rubber improved the tensile strength and elongation at break of the composite. Also, 3mm Aramid chopped fiber improved the oil-resistant, ozone resistant and cold resistant.

• 한국환경과학회지
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• 제11권7호
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• pp.663-667
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• 2002

The aerodynamic resistance($R_a$) to vertical transfer in the surface boundary layer can be formulated in terms of the friction velocity, height of observation, vertical heat flux and surface roughness. Unlike previous studies which focused on the role of $R_c$, present study perform additional tests using a variety of $R_a$ formulae. Several $R_a$ formulations available in the literature, suitable for unstable conditions, were tested for their influence on the dry deposition velocity. The canopy resistance($R_c$) determines the shape of the diurnal pattern, while a small amplitude diurnal cycle in $V_d$ was attributed to the aerodynamic resistance. The aerodynamic resistance is the major contributor to the formation of spikes in nighttime and $R_a$ is relatively important at night because the canopy resistance is smaller. All formulations show similar diurnal cycle and yield good agreement with the observations. Although present $V_d$ formulations are suitable for numerical air qualify models, the research must continue for further improvements in resistance parametrizations.

• 한국산림과학회지
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• 제90권3호
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• pp.306-313
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• 2001

본 연구는 질소와 인의 영양상태에 따라서 오존에 노출시킨 조경수목의 생리적 반응과 오존에 대한 저항성을 이해하기 위하여 실시하였다. 1년생 소나무(Pinus densiflora S. et Z.) 묘목을 인공토양(버미큘라이트와 펄라이트)을 담은 플라스틱 화분에 심고, 6월초부터 변형된 Hoagland 용액을 이용하여 질소와 인을 조절하여 양묘하고, 7월 3일부터 8월 31일까지 open-top chamber(직경 2.5m, 높이 2.0m)내에서 8주간 1일 7시간씩(0.12ppm에서는 3시간씩) 오존농도를 자연상태에 유사하게 조절하여 노출시켰다. 오존대조구는 활성탄을 사용하여 오존농도를 0.02ppm 이하로 유지하였다. 8주 후에 부위별 생장량, 탄수화물 함량, 엽록소 함량, 순광합성속도를 측정하였다. 오존에 노출시킨 어떤 묘목에서도 가시적 피해를 관찰할 수 없었다. 오존대조구에서 질소와 인의 각각 혹은 동시 시비로 총건중량이 22%에서 95%까지 증가하여 시비효과를 확인하였다. 오존처리구에서도 시비효과는 비슷하게 관찰되었다. 오존처리는 오존대조구와 비교하여 건중량을 감소시키지 않았으나, S/R(Shoot/Root)용을 14.5% 증가시켰다. 잎의 설탕함량은 오존처리로 평균 23%가 증가한 반면에, 뿌리의 설탕함량은 질소와 인의 시비와 관계없이 오존처리로 평균 20% 감소하였다. 잎의 전분함량은 시비 혹은 오존에 의하여 크게 영향을 받지 않았으나, 뿌리의 전분함량은 오존처리로 41% 감소하여, 뿌리로 탄수화물의 이동이 감소함으로써 뿌리의 발달이 상대적으로 위축되었음을 입증하였다. 잎의 엽록소 함량은 질소시비에 의하여 70% 증가하였으나, 오존에 의해서 감소하지 않았다. 순광합성속도는 오존대조구에서 질소의 단독시비로 80% 증가하였으며, 인의 경우는 질소가 함께 시비될 때에만 광합성을 증가시켰다. 오존처리구의 순광합성속도는 오존대조구보다 평균 11.7% 적었는데, 특히 질소와 인이 동시에 시비되었을 때 오존대조구보다 22.3% 적었다. 반면 질소와 인이 시비되지 않은 경우에는 오존에 의해서 순광합성속도가 거의 영향을 받지 않았다. 위와 같은 질소와 인과 오존 간의 상호작용에서 다음과 같은 결론을 얻게 된다. 소나무 유묘는 단기간의 0.12ppm 오존 노출에서 가시적 피해를 입지 않았으며, 오존에 의하여 지상부의 생장이 감소하지 않지만 S/R 율은 증가하였다. 그러나 오존처리로 뿌리에서는 전분의 함량이 현저히 감소했을 뿐만 아니라, 순광합성속도도 큰 폭으로 감소하였으므로, 장기적으로 관찰하면 생장량이 감소하리라고 판단한다. 질소와 인의 시비에 의한 생장촉진효과는 오존으로 인하여 감소할 가능성이 있으나, 소나무에 시비하면 광합성을 촉진하고 탄수화물의 재분배를 통해서 오존피해를 복구하기 위한 에너지를 저축함으로써 저항성을 증진시킬 것으로 판단된다.

• 한국물환경학회지
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• 제37권6호
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• pp.433-441
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• 2021

The aim of this study was to optimize the ozonation and ceramic membrane integrated process for greywater reclamation. The integrated process is a repeated sequential process of filtration and backwash with the same ceramic membrane. Also, this study used ozone and oxygen gas for the backwashing process to compare backwashing efficiency. The study results revealed that the optimum filtration and backwash time for the process was 10 minutes each when comparing the filtrate flow and membrane recovery rate. The integrated process was operated at three different operating conditions with i) 10 minutes for filtration and 10 minutes for ozonation, ii) 10 minutes for filtration and 10 minute for oxygen aeration, and iii) continuous filtration without any aeration for synthetic greywater. The integrated process with ozone backwashing could produce 0.55 L/min of filtrate with an average of 18.42% permeability recovery, while the oxygen backwashing produced 0.47 L/min and 6.26%, respectively. And without any backwashing, the integrated process could produce 0.29 L/min. This shows that the ozone backwash process is capable of periodically recovering from membrane fouling. The resistance of the fouled membrane was approximately 34.4% for the process with ozone backwashing, whereas the resistance was restored by 10.8% for the process with oxygen backwashing. Despite the periodical ozone backwashing and chemical cleaning, irreversible fouling gradually increased approximately 3 to 4%. Approximately 97.6% and 15% turbidity and TOC were removed by ceramic membrane filtration, respectively. Therefore, the integrated process with ozonation and ceramic membrane filtration is a potential greywater treatment process.