• 제목/요약/키워드: Ozone treatment

검색결과 557건 처리시간 0.025초

Application of ozone treatment in cooling water systems for energy and chemical conservation

  • Ataei, Abtin;Mirsaeed, Morteza Ghazi;Choi, Jun-Ki;Lashkarboluki, Reza
    • Advances in environmental research
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    • 제4권3호
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    • pp.155-172
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    • 2015
  • In this study, a complete set of recirculating cooling water system and the required instruments were built in a semi-industrial-scale and a 50 g/h ozone generation plant and a chlorine system were designed for cooling water treatment. Both chlorination and ozonation treatment methods were studied and the results were analyzed during two 45-days periods. The concentrations of ozone and chlorine in recirculating water were constant at 0.1 mg/lit and 0.6 mg/lit, respectively. In ozone treatment, by increasing the concentration cycle to 33%, the total water consumption decreased by 26% while 11.5% higher energy efficiency achieved thanks to a better elimination of bio-films. In case of Carbon Steel, the corrosion rate reached to 0.012 mm/yr and 0.025 mm/yr for the ozonation and chlorination processes, respectively. Furthermore, consumptions of the anti-corrosion and anti-sedimentation materials in the ozone cooling water treatment were reduced about 60% without using any oxidant and non-oxidant biocides. No significant changes in sediment load were seen in ozonation compared to chlorination. The Chemical Oxygen Demand of the blow-down in ozonation method decreased to one-sixth of that in the chlorination method. Moreover, the soluble iron and water turbidity in the ozonation method were reduced by 97.5% and 70%, respectively. Although no anaerobic bacteria were seen in the cooling water at the proper concentration range of ozone and chlorine, the aerobic bacteria in chlorine and ozone treatment methods were 900 and 200 CFU/ml, respectively. The results showed that the payback time for the ozone treatment is about 2.6 years.

침.활엽수재 CTMP의 오존처리 효과비교 (Comparison of Ozone Treatment Effects in Hardwood and Softwood CTMPs)

  • 윤승락
    • 펄프종이기술
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    • 제31권3호
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    • pp.77-82
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    • 1999
  • The delignification, and optical and strength properties were determined to compare the ozone treatment effect in hardwood and softwood CTMPs. During ozone treatment, the delignificantion was much higher in hardwood pulp than in softwood pulp . The optical and strength properties which were very dependent upon the lignin content in pulp were significantly improved in the case of hardwood pulp . The ozone treatment of high yield pulp was more effective in hardwood pulp than that of softwood pulp.

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실험실 규모 크립토스포리디움의 불활성화 실험을 통한 오존 고도정수처리 정수장에서 소독 효과 예측 (Prediction of Cryptosporidium parvum Inactivation in Advanced Ozone Drinking Water Treatment with Lab Scale Experiments)

  • 조민;정현미;김이호;손진식;박상정;윤제용
    • 한국물환경학회지
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    • 제21권1호
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    • pp.7-13
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    • 2005
  • With the appearance of pathogenic microorganisms, which were resistant to free chlorine, the significant attention to the necessity of powerful alternative disinfection methods such as ozone, chlorine dioxide, LTV irradiation to inactivating pathogens has been increased in water treatment. Among these alternative disinfection methods, ozone is well known as strong biocidal method and the usage of ozone is also increasing in Korea. However, in Korea, there has been no report on the quantitative study of Cryptosporidium parvum with ozone and its evaluation in advanced drinking water treatments. This study reports on the methodology for predicting the ozone inactivation of Cryptosporidium parvum by ozone disinfection in advanced drinking water treatment. The method is based on the fact that a specific inactivation level of microorganisms is achieved at a unique value of ozone exposures, independent of ozone dose and type of water, and quantitatively described by a delayed Chick-Watson model. The required values ${\bar{C}}T$ for 2 log inactivation of Cryptosporidium parvum was $6.0mg/L{\cdot}min$ and $15.5mg/L{\cdot}min$ at $20^{\circ}C$ and $5^{\circ}C$, respectively. From this obtained Cryptosporidium parvum inactivation curves and calculated ${\bar{C}}T$ values of advanced drinking water treatment water in Korea with FIA (Flow injection alaysis), we can predict that water treatment plant can achieve a 1.1~1.8 log inactivation and 0~0.4 log inactivation at $20^{\circ}C$ and $5^{\circ}C$, respectively. This methodology will be useful for drinking water treatment plants which intend to evaluate the disinfection efficiencies of their ozonation process without full scale test and direct experiments with Cryptosporidium parvum.

고급산화공정을 이용한 아세트아미노펜 분해 성능 비교 (Comparison of Acetaminophen Degradation Performance using Advanced Oxidation Process)

  • 김동석;박영식
    • 한국환경과학회지
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    • 제31권4호
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    • pp.319-328
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    • 2022
  • This study investigated the treatment of acetaminophen in municipal wastewater by conventional ozonation, ozone-based advanced oxidation, ozone/UV, and the electro-peroxone process. The ozone/UV process and electro-peroxone process of electric power consumption increased 1.25 and 2.04 times, respectively, compared to the ozone process. The pseudo-steady OH radical concentration was the greatest in the electro-peroxone process and lowest in the ozone process. The specific energy consumption for TOC decomposition of the ozone/UV process and electro-peroxone process were 22.8% and 15.5% of the ozone process, respectively. Results suggest that it is advantageous in terms of degradation performance and energy consumption to use a combination of processes in municipal wastewater treatment, rather than an ozone process alone. In combination with the ozone process, the electrolysis process was found to be more advantageous than the UV process.

오존 처리에 의한 벼 품종간 SOD, POD 활성과 기공저항성의 변화 (Change of SOD, POD Activity and Stomata Resistance for Ozone on Rice(Oryza sativa L.))

  • 정일민;김광호;강병화
    • 한국환경농학회지
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    • 제19권2호
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    • pp.160-165
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    • 2000
  • 오존$(O_3)$ 처리후 벼 품종의 SOD(Superoxide Dismutase)와 POD(Peroxidase)활성, 기공 저항성의 반응의 차이를 조사하여 내성품종 선발의 기초 자료로 이용하고자 실험을 실시 하였으며, 그 결과는 다음과 같다. 1. SOD활성 조사에서 오존 처리 1시간 후 상남밭벼는 활성이 높아졌고, 백나와 일품벼의 경우 오존 처리 1 시간 후 보다 2 시간 후 활성이 증가하였다. 오존 처리 24시간 후에는 상남밭벼의 활성이 크게 감소하였고, 일품벼는 활성이 증가하는 경향을 보였으며, 한강찰벼는 큰 변화를 보이지 않았다. 2. POD활성 조사에서 오존 처리 1 시간 후에는 한강찰벼, 상남밭벼, 일품벼등이 서로 비숫한 P0D활성을 나타내었지만, 백나는 활성이 매우 낮았고 시간이 지날수록 POD활성은 증가하였다. 오존 처리 24 시간 후의 POD활성은 조사된 품종 모두에서 활성이 90 %이상을 나타냈다. 3. 기공 저항성 조사에서 오존 처리 1 시간 후에는 상남밭벼의 경우 기공 저항성이 감소하는 경향 나타냈다. 오존 처리 24 시간 후의 기공 저항성은 한강찰벼, 상남밭벼, 백나에서 조사 잎 모두 기공 저항성이 감소하였지만, 일품벼에서는 오존 처리 1 시간 후와 비슷한 높은 기공 저항성을 나타냈다.

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하수 슬러지 농축 및 탈수성에 미치는 오존의 영향 (Effect of Ozone Injection on Dewaterability and Thickening of Sewage Sludge)

  • 황경사;김문호;배윤선;박철휘
    • 상하수도학회지
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    • 제19권6호
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    • pp.800-808
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    • 2005
  • It is required to propose an alternatives for appropriate sludge treatment owing to persistent construction of sewage treatment plant and increase of sewage sludge quantity. In order to treat sludge more efficiently, the methods which reduce the cost of sludge treatment have been studied such as sludge reduction and conditioning. Especially ozone treatment reduces solid quantity and improves separation of solid-liquid at the same time. Therefore ozone treatment have a positive effect on reduction and stabilization of sludge. So, this study applied ozone to sewage sludge and induced cell destruction of sludge. By comparing with the correlation between thickening and dewatering, and evaluating moisture content and solubilization of cake, this study verificates the effect of process improvement for ozone pre-treatment. In J-STP case, according to ozone dose solid flux increased about 12 times from $1kg/m^2{\cdot}h$ to $12kg/m^2{\cdot}h$. Also this plant were capable to shorten thickening time from 40 minutes to 6~7 minutes. Thus it is expected to reduce volume and retention time of thickener. On pH effect factor, dewatering at pH4 was more than at pH11, $3.05{\times}10^{11}$ and $3.82{\times}10^{11}(m/kg)$. But effect of pH was analogous to ozone, $2.81{\times}10^{11}(m/kg)$. The effect of pH on thickening was similar to law sludge, $0.68(kg/m^2{\cdot}h)$, and the effect of ozone injection on thickening was the biggest, $3.45(kg/m^2{\cdot}h)$. The COD solubilization rate improved from about 5 to 30%. So it is judged that we are able to utilize most solubilized sludge to another sewage treatment plants.

오존용해탱크 구조 개선을 통한 효율적인 마이크로오존버블 생성 (Efficient Micro-Ozone-Bubble Generation by Improving Ozone Dissolution Tank Structure)

  • 박용화;이광희;장암
    • 대한환경공학회지
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    • 제39권10호
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    • pp.549-555
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    • 2017
  • 본 연구는 오존용해탱크 구조에 따라 마이크로오존버블의 분포, 에너지 소비, 수처리 효율이 어떻게 변하는지를 알아보고자 하였다. 오존용해탱크 내부의 격판은 압력의 변화, 전단력, 선회유동을 발생시키고 이는 버블 직경의 크기에 변화를 준다. 버블 직경의 크기는 내부의 격판에 따라 10.5%까지 차이가 났다. 오존 버블 직경의 변화는 에너지 소비와 관련이 깊다. 오존 버블이 작아질수록 버블생성에너지는 높아지지만 용존 효율이 올라가면서 오존생산에너지는 줄어들게 된다. 따라서 버블생성에너지와 오존생산에너지의 합이 최소인 마이크로오존버블을 생성하는 오존용해탱크를 선정하여야 한다. 동일한 양의 오존가스을 방류수에 주입하기 위해 소비된 에너지는 내부의 격판에 따라 2.5%까지 차이가 났다. 하지만 수처리 효율까지 고려한다면 오존용해탱크 선정 조건이 달라진다. 오존 버블이 작아질수록 증가하는 자유라디칼이 수처리에 매우 효율적이기 때문이다. 동일한 오존주입농도에서도 내부의 격판에 따라 수처리 효율이 10.4%까지 차이가 났다. 따라서 수처리 효율과 에너지 효율을 고려하여 합리적인 마이크로오존버블을 생성하는 오존용해탱크 구조에 대하여 연구하였다.

국내 정수장의 오존 소독능 평가사례를 통한 정수처리기준 개선방안 연구 (Study on Water Treatment Improvement Measures based on Case Studies of Ozone Disinfection at Domestic Water Treatment Plants)

  • 노희수;이경혁;왕창근;손대익;강준원
    • 상하수도학회지
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    • 제25권2호
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    • pp.153-160
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    • 2011
  • Ozone process is currently applied in 24 water treatment plants in Korea to control micropollutants and taste & odor compounds. However, one of the chlorine resistant protozoa, cryptosporidium, is not being considered as ozone disinfection performance whereas U.S. is already regulate Cryptosporidium by ozone disinfection. two ozone plants(PH, UH WTP) operation conditions are investigated for disinfection performance comparing Korea disinfection regulation and U.S. regulation. The ozone plants are unable to get Cryptosporidium inactivation credits by Korea disinfection regulation. However, the inactivation credit for Cryptosporidum was increased when the U.S. disinfection regulation was applied. The Korea disinfection credit regulation need revision to practical aspects.

White ledger의 오존 탈묵 기구 (Ozone Deinking Mechanism of White Ledger)

  • 원종명;노국일
    • 펄프종이기술
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    • 제33권3호
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    • pp.24-28
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    • 2001
  • The utilization of wastepaper as a papermaking raw material is everlastingly required for the environmental protection of earth. However the recycling of wastepaper for this purpose cause another problem such as the increasing of the load of wastewater treatment, lower strength properties of paper, and poor printability, etc. The interest in the development of the environmentally friendly deinking technology is increased continuously. Thus, our research team have tried to apply the ozone to the deinking of white ledger and ONP, and obtained the positive results which can be considered as an alternative method for the conventional deinking method. The purpose of this study is to investigate the mechanism of ozone deinking. Styrene acrylate and polystyrene were treated with ozone and measured the change of molecular weight with the GPC. The molecular weight distribution obtained with GPC showed only slight increase by the ozone treatment, and gel formation by the polymerization was observed. Therefore the removal of ink particles with ozone treatment seems to be facilitated by the increase of the brittleness and decrease of adhesive property.

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난분해성 유기물질 제거를 위한 오존/촉매 공정의 비교에 관한 연구 (A Comparative Study of Catalytic Ozone processes for Removal of Refractory Organics)

  • 이규환;이유미;이동석
    • 산업기술연구
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    • 제26권A호
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    • pp.199-205
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    • 2006
  • Ozone alone and catalytic ozone processes were introduced for treatment of humic acid, which is representative refractory organic compound. The treatment efficiencies of humic acid in each process were analyzed in pH variation, DOC removal, and $UV_{254}$ decrease. Mn loaded GAC catalyst was prepared by loading potassium permanganate onto the granular activated carbon surface. BCM-GAC and BCM-Silica gel catalyst were prepared by BCM. $UV_{254}$ decrease in all processes was comparatively high with efficiency over 87%. DOC removal in ozone/GAC process was the highest with 78%, and removal rates for other processes followed the order ozone/BCM-GAC(62%) > ozone/BCM-silica gel(45%) > ozone/silica gel(43%) > ozone/Mn Loaded GAC(42%) > ozone alone(37%).

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