• 제목/요약/키워드: Ozonation process

검색결과 141건 처리시간 0.028초

붕소가 도핑된 다이아몬드전극을 이용한 폐수처리특성 (Characteristic of wastewater treatment using Boron-doped Diamond Electrode)

  • 이은주;영장 태명;등도 소;박수길
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2003년도 하계학술대회 논문집 Vol.4 No.2
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    • pp.795-798
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    • 2003
  • Toxic organics are of great environmental concern primarily because they are toxic to mammals and birds, and are relatively soluble in water to contaminate surface water and groundwater. In this study, the decomposition of phenol, a widely used organic, in aqueous solutions by Boron doped diamond(BDD) electrode was examined. Thin, Boron-doped conducting diamond films are expected to be excellent electrodes for industrial electrolysis. Boron-doped diamond (BDD) were used as anode for generating ozone gas by electrolysis of acid solution. In this work. we have studied ozone generating system using BDD electrode. In order to determine the ozone generation properties of diamond electrode, experimental conditions, electrolyte concentration, temperature, flow rate and reaction time were varied diversely. As a result, we could confirm that ozone gas was generated successfully and the performance of diamond electrode was stable for electrolyte while $PbO_2$ electrode was disintegrated. Actually we are found that ozone amount increased by lowering the temperature of electrolyte. Decomposition of phenol concentration in the reaction solution by photolytic ozonation( $UV/O_3$) was analyzed by HPLC epuipped with a UV detector.

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TiN 중간층을 이용한 수처리용 BDD 전극 (Reactive sputtered tin adhesion for wastewater treatment of BDD electrodes)

  • KIM, Seo-Han;KIM, Shin;KIM, Tae-Hun;SONG, Pung-Keun
    • 한국표면공학회:학술대회논문집
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    • 한국표면공학회 2017년도 춘계학술대회 논문집
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    • pp.69-69
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    • 2017
  • For several decades, industrial processes consume a huge amount of raw water for various objects that consequently results in the generation of large amounts of wastewater. There effluents are mainly treated by conventional technologies such are aerobic, anaerobic treatment and chemical coagulation. But, there processes are not suitable for eliminating all hazardous chemical compounds form wastewater and generate a large amount of toxic sludge. Therefore, other processes have been studied and applied together with these techniques to enhance purification results. These techniques include photocatalysis, absorption, advanced oxidation processes, and ozonation, but also have their own drawbacks. In recent years, electrochemical techniques have received attention as wastewater treatment process that show higher purification results and low toxic sludge. There are many kinds of electrode materials for electrochemical process, among them, boron doped diamond (BDD) attracts attention due to good chemical and electrochemical stability, long lifetime and wide potential window that necessary properties for anode electrode. So, there are many researches about high quality BDD, among them, researches are focused BDD on Si substrate. But, Si substrate is hard to apply electrode application due to the brittleness and low life time. And other substrates are also not suitable for wastewater treatment electrode due to high cost. To solve these problems, Ti has been candidate as substrate in consideration of cost and properties. But there are critical issues about adhesion that must be overcome to apply Ti as substrate. In this study, to overcome this problem, TiN interlayer is introduced between BDD and Ti substrate. TiN has higher electrical and thermal conductivity, melting point, and similar crystalline structure with diamond. The TiN interlayer was deposited by reactive DC magnetron sputtering (DCMS) with thickness of 50 nm, $1{\mu}m$. The microstructure of BDD films with TiN interlayer were estimated by FE-SEM and XRD. There are no significant differences in surface grain size despite of various interlayer. In wastewater treatment results, the BDD electrode with TiN (50nm) showed the highest electrolysis speed at livestock wastewater treatment experiments. It is thought to be that TiN with thickness of 50 nm successfully suppressed formation of TiC that harmful to adhesion. And TiN with thickness of $1{\mu}m$ cannot suppress TiC formation.

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한강수계 고도정수처리 공정에서의 유기물과 맛·냄새의 제거특성 (Removal Characteristics of Natural Organic Matter and Taste and Odor by Advanced Water Treatment Process around the Han River Water Supply System)

  • 임재림;이경혁;김성수;채선하
    • 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.

고도정수처리 공정에서 DOC 분획 특성 및 AOX(FP)와의 관계 (Fractionation of DOC and its Correlation to AOX(FP) in the Advanced ater Treatment Process)

  • 이병천;최경희;최자윤;이철희
    • 대한환경공학회지
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    • 제31권10호
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    • pp.909-918
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    • 2009
  • 급수시스템에서 박테리아 재성장의 영양원이 되는 DOC를 정수처리 공정에서 효과적으로 저감시키기 위하여 생분해와 흡착으로 구분하여 네 종류의 DOC로 분획하였고 각각의 제거특성을 연구하였다. 네 종류의 분획 DOC는 흡착성을 가지면서 생분해성이 없는 AnBDOC, 흡착성이 없고 생분해성만이 있는 nABDOC, 흡착과 생분해성을 동시에 나타내는 ABDOC, 흡착과 생분해가 되지 않는 nAnBDOC로 구분하여 분석하였다. 낙동강 중류에 위치한 정수처리장 원수의 조사결과, ADOC가 BDOC보다 약간 높은 비율로 존재하고 있으며, 오존산화 후에는 분획 DOC 중에서 AnBDOC 농도가 가장 많이 제거되었으며, 제거율은 nAnBDOC가 49.5%로 가장 높았다. BAC 공정으로 제거된 분획 DOC 중에는 ADOC가 약 91%를 차지하고 있으므로 흡착에 의한 제거가 우수한 것으로 나타났고, 잔류하는 TDOC 0.50 mg/L 중에는 ADOC가 0.46 mg/L(67.7%)을 차지하고 있으므로 배수관내 미생물 증식 및 소독부생성물의 생성 방지를 위하여 BAC 공정상에서 EBCT증가, 재생주기 등의 운전조건을 개선해야 하는 것으로 나타났다. 정수처리 공정에서 DOC분획 결과로부터 흡착이나 생분해 등으로 제거 가능량을 파악할 수 있으므로 정수처리 공정에 유용한 것으로 나타났다. 염소처리하는 정수처리 공정에서 DOC분획 농도와 밀접한 관계를 가지는 AOX의 분석결과, AOX 7.1 ${\mu}g$/L은 오존산화와 활성탄흡착 공정으로 0.51 ${\mu}g$/L까지 충분히 제거되었다.

물리화학적 공정에 의한 용존성 Humic Acid의 제거 (Removal of Dissolved Humic Acid with Physicochemical Treatment Process)

  • 김종식;최준호
    • 공업화학
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    • 제10권5호
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    • pp.737-742
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    • 1999
  • THMs의 전구물질로 잘 알려진 humic acid를 대상으로 오존처리, 응집처리 및 활성탄 흡착처리와 같은 물리화학적 처리공정 도입에 따른 humic acid의 제거특성을 조사하고, 염소주입시 생성 가능한 부산물을 정성적으로 규명하기 위하여 본 연구를 실시하였다. Humic acid에 오존을 주입한 결과 pH가 급격히 감소하였는데, 이는 분자량이 큰 humic acid가 오존에 의하여 $H_2O$$CO_2$로 완전히 산화되지 못하고 중간생성물인 저급 지방산으로 분해된 결과로 판단되었다. 그리고 용존성 humic acid의 응집특성을 조사하기 위하여 PAC 160 mg/L로 응집을 실시한 결과 TOC는 약 25%, $COD_{Cr}$는 24%가 제거되었으나, 색도는 단지 5%만이 제거되어, humic acid에 의해 유발되는 색도는 응집으로 제거하기 어려운 것으로 판단되었다. 그러나 오존처리에서는 95% 이상의 색도가 제거되었으며, 이때 색도는 오존 접촉시간에 대해 1차반응으로 제거되었고, 반응속도상수값 k는 $0.067min^{-1}$로 조사되었다. 활성탄 흡착 실험에서는 오존 전처리를 실시함으로써 활성탄 흡착 효율이 크게 증가함을 확인할 수 있었으며, humic acid에 염소를 주입한 결과 THMs만 검출되었을 뿐 다른 휘발성 미량 유기화합물은 검출되지 않았고, 오존처리를 실시한 오존처리수에서도 알데히드류 및 케톤류와 같은 부산물은 검출되지 않았다.

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오존, 광촉매 및 오존-복합 공정을 이용한 Rhodamine B의 색도와 COD 제거 (Color and COD Removal of Rhodamine B Using Ozone, Photocatalyst and Ozone-Complex Process)

  • 김동석;박영식
    • 대한환경공학회지
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    • 제29권6호
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    • pp.662-669
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    • 2007
  • Rhodamine B(RhB) 폐수의 색도와 COD 제거를 위해 $O_3$, $UV/TiO_2$, $O_3/UV$$O_3/UV/TiO_2$ 공정과 같은 고급산화법의 영향을 연구하였다. 오존 공정의 경우 오존 농도가 높을수록 탈색속도가 높아졌으며, $UV/TiO_2$$O_3/UV/TiO_2$ 공정의 최적 $TiO_2$ 농도는 0.4 g/L 였다. $O_3/UV$ 공정은 오존 공정에 비해 초기 탈색속도상수가 높고 탈색종결시간도 줄어드는 것으로 나타났다. 실험에 적용한 공정의 초기 탈색속도상수의 순서는 $O_3/UV/TiO_2>O_3/UV>O_3>UV/TiO_2$로 나타났다. 모든 공정의 탈색속도가 COD로 표시한 무기화 속도보다 빠르고, COD는 처리에 시간이 더 소요되는 것으로 나타났다. COD 제거속도는 $O_3/UV/TiO_2>O_3/UV>UV/TiO_2{\geqq}O_3$의 순서로 나타났다. 네 공정 중에서 광촉매와 오존 공정을 조합한 $O_3/UV/TiO_2$ 공정이 염료 폐수와 같은 폐수의 색도와 COD 제거에 적절한 것으로 나타났다.

마이크로버블오존을 이용한 잉여슬러지 가용화 처리가 생물반응조의 성능에 미치는 영향 (Effect of Microbubble Ozonation Process on Performance of Biological Reactor System for Excess Sludge Solubilisation)

  • 이순화;정계주;권진하;이세한
    • 대한환경공학회지
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    • 제33권2호
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    • pp.113-119
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    • 2011
  • 오존을 이용한 잉여슬러지 감량화 시스템이 결합된 생물학적 처리 공정에서 잉여슬러지의 무배출에 따른 생물반응조내의 영향 및 처리수질을 검토하였다. 잉여슬러지 인발량 배수($SDN_{min}$)가 3인 조건에서 잉여슬러지의 pH를 4 이하로 전 처리한 후 오존주입율 0.03 g $O_3/g$ SS로 처리한 결과 잉여슬러지의 인발 없이 안정적인 생물학적 처리가 가능하였다. $OUR_{max}$ 실험 결과, 오존주입율 0.03 g $O_3/g$ SS의 조건에서 대부분의 슬러지는 미생물 활성이 없어지는 것으로 조사되었다. 잉여슬러지의 가용화에 따른 생물반응조내에서의 MLVSS/MLSS의 변화는 거의 없었고, 반응조내 미생물의 인 축적 현상도 관측되지 않았다. 잉여슬러지 가용화 후 생물학적 처리수의 유기물 및 SS의 농도 증가 현상은 관측되지 않았고, 생물반응조내의 질산화 및 탈질율 증가로 유출수중의 T-N 농도가 감소하는 효과를 나타내었다. T-P의 경우에는 잉여슬러지의 무배출로 인해 대부분이 제거되지 않고 유출수중에 함유되어 유출되는 것으로 조사되었다.

Determination of trace bromate in various water samples by direct-injection ion chromatography and UV/Visible detection using post-column reaction with triiodide

  • Kim, Jungrae;Sul, Hyewon;Song, Jung-Min;Kim, Geon-Yoon;Kang, Chang-Hee
    • 분석과학
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    • 제33권1호
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    • pp.42-48
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    • 2020
  • Bromate is a disinfection by-product generated mainly from the oxidation of bromide during the ozonation and disinfection process in order to remove pathogenic microorganism of drinking water, and classified as a possible human carcinogen by International Agency for Research of Cancer (IARC) and World Health Organization (WHO). For the purpose of determining the trace level concentration of bromate, several sensitive techniques are applied mostly based on suppressed conductivity detection and UV/Visible detection after postcolumn reaction (PCR). In this study, the suppressed conductivity detection method and the PCR-UV/Visible detection method through the triiodide reaction were compared to analyze the trace bromate in water samples and estimated for the availability of these analytical methods. In addtion, the state-of-the-art techniques was applied for the determination of trace level bromate in various water matrices, i.e., soft drinking water, hard drinking water, mineral water, swimming pool water, and raw water. In comparison of two analytical methods, it was found that the conductivity detection had the suitable advantage to simultaneously analyze bromate and inorganic anions, however, the bromate might not be precisely quantified due to the matrix effect especially by chloride ion. On the other hand, the trace bromate was analyzed effectively by the method of PCR-UV/Visible detection through triiodide reaction to satisfactorily minimize the matrix interference of chloride ion in various water samples, showing the good linearity and reproducibility. Furthermore, the method detection limit (MDL) and recovery were 0.161 ㎍/L and 101.0-108.1 %, respectively, with a better availability compared to conductivity detection.

안료폐수의 탈색연구 (Color Removal of the Wastewater containing the Pigml:mts using Wastewater Treatment Technologies)

  • 이병규;조성웅
    • 대한환경공학회지
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    • 제22권3호
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    • pp.429-439
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    • 2000
  • Lake Red C(바롬) 계열 및 Lithol Rubine(칼슘) 계열의 안료나 이들의 혼합물이 포함된 안료폐수에 대하여 여러 가지 폐수처리 및 탈색기법을 적용하였다. 우선, 오존처리법에서는 전체적으로 오존주입량 증가에 따른 폐수의 $COD_{Mn}$ 감소는 다소 있었지만 일부의 Lithol Rubine 계열을 제외하고는 탈색효과는 아주 미미하였다. Fenton 산화법 및 전기분해법의 적용에 있어서는 폐수시료 모두 좋은 $COD_{Mn}$ 감소효과가 있었고 일부의 Lithol Rubine 계열 안료폐수의 색깔제거 효과도 관찰되었다. UF와 RO를 이용한 막분리법의 적용에서는, UF 자체만 적용한 여기에 경우에도 상당한 $COD_{Mn}$ 제거효과가 있었고, 약간의 색깔 제거효과가 있었다. UF 적용후 여기에 RO를 적용하였더니 방류수 기준을 충분히 만족할 수 있을 정도로 아주 우수한 $COD_{Mn}$ 제거효과가 관찰되었다. 또한 색깔제거 측면에서도 거의 100%의 색도제거가 확인되었고, 처리수의 pH도 중성에 가까워서 이를 재활용할 수도 있을 것으로 판단된다.

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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.