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      SCOPUS KCI등재

      마이크로버블 오존 고도산화를 이용한 축산폐수 혐기소화 배출수의 COD와 색도의 제거 = Removal of COD and Color from Anaerobic Digestion Effluent of Livestock Wastewater by Advanced Oxidation Using Microbubbled Ozone

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      https://www.riss.kr/link?id=A82709416

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      Ozone-based advanced oxidation was applied for the treatment of anaerobic digestion effluent of livestock wastewater. Initial COD and color value were 930 mg/L and 0.04, respectively, and the 1/10-diluted wastewater was used for the study. The treatment characteristics were compared between the conventionally generated ozone (105 μm) and microbubbled ozone (13 μm). The use of microbubbled ozone improved the removal of chemical oxygen demand (COD) and color by 85% and 26%, respectively, compared with the conventionally bubbled ozone. The application of microbubbled O3/UV, O3/H2O2, O3/UV/H2O2 combinations resulted in 5~10% higher color removal than ozone alone, which implies that the contribution of UV or H2O2 is not significant in color removal. On the other hand, COD removal could be increased two folds compared with ozone alone through O3/UV/H2O2 combination. The contribution of H2O2 was bigger than UV for COD removal with microbubbled ozone. Due to the enhancement of dissolved ozone and radical activity, the microbubbling enabled us to additional COD removal even after stopping ozone supply in the presence of UV or H2O2.
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      Ozone-based advanced oxidation was applied for the treatment of anaerobic digestion effluent of livestock wastewater. Initial COD and color value were 930 mg/L and 0.04, respectively, and the 1/10-diluted wastewater was used for the study. The treatme...

      Ozone-based advanced oxidation was applied for the treatment of anaerobic digestion effluent of livestock wastewater. Initial COD and color value were 930 mg/L and 0.04, respectively, and the 1/10-diluted wastewater was used for the study. The treatment characteristics were compared between the conventionally generated ozone (105 μm) and microbubbled ozone (13 μm). The use of microbubbled ozone improved the removal of chemical oxygen demand (COD) and color by 85% and 26%, respectively, compared with the conventionally bubbled ozone. The application of microbubbled O3/UV, O3/H2O2, O3/UV/H2O2 combinations resulted in 5~10% higher color removal than ozone alone, which implies that the contribution of UV or H2O2 is not significant in color removal. On the other hand, COD removal could be increased two folds compared with ozone alone through O3/UV/H2O2 combination. The contribution of H2O2 was bigger than UV for COD removal with microbubbled ozone. Due to the enhancement of dissolved ozone and radical activity, the microbubbling enabled us to additional COD removal even after stopping ozone supply in the presence of UV or H2O2.

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      참고문헌 (Reference)

      1 H. J. Oeller, 35 : 269-, 1997

      2 I. Arslan, 76 : 53-, 2001

      3 E. Lee, 8 : 381-, 2011

      4 I. Talinli, 26 : 107-, 1992

      5 A. Majcherczyk, 51 : 267-, 1999

      6 H. Bader, 15 : 449-, 1982

      7 J. L. Tambosi, 31 : 428-, 2009

      8 U. Gunten, 37 : 1443-, 2003

      9 E. J. Rosenfeldt, 40 : 3695-, 2006

      10 R. Barker, 10 : 405-, 1988

      1 H. J. Oeller, 35 : 269-, 1997

      2 I. Arslan, 76 : 53-, 2001

      3 E. Lee, 8 : 381-, 2011

      4 I. Talinli, 26 : 107-, 1992

      5 A. Majcherczyk, 51 : 267-, 1999

      6 H. Bader, 15 : 449-, 1982

      7 J. L. Tambosi, 31 : 428-, 2009

      8 U. Gunten, 37 : 1443-, 2003

      9 E. J. Rosenfeldt, 40 : 3695-, 2006

      10 R. Barker, 10 : 405-, 1988

      11 M. A. Oneby, 32 : 43-, 2010

      12 S. D. Richardson, 33 : 3368-, 1999

      13 J. Hoigne, 17 : 185-, 1983

      14 O. Legrini, 93 : 671-, 1993

      15 R. Tosik, 23 : 295-, 2001

      16 APHA, "Standard Methods for the Examination of Water and Wastewater, 21 st Ed" APHA 2009

      17 T. D. Reynolds, "Richards, Unit Operations and Processes in Environmental Engineering" PWS 1996

      18 K. L. Rakness, "Rakness, Ozone in Drinking Water Treatment : Process design, Operation, and Optimization" AWWA 2005

      19 B. Langlais, "Ozone in Water Treatment : Application and Engineering" Lewis 1991

      20 이철규, "Bis(2-chloroethyl) Ether (BCEE)의 오존산화 특성에 관한 연구" 한국공업화학회 21 (21): 610-615, 2010

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      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2013-12-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-02-19 학술지명변경 외국어명 : Journal of the Korean Industrial and Engineering Chemistry -> Applied Chemistry for Engineering KCI등재
      2009-04-28 학술지명변경 외국어명 : Jpurnal of the Korean Industrial and Engineering Chemistry -> Journal of the Korean Industrial and Engineering Chemistry KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.32 0.32 0.34
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.33 0.33 0.45 0.05
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