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      Fenton 산화 전처리를 통한 RO 농축폐수의 생물학적 처리 = Biological Treatment of RO Waste Water by Fenton Oxidation Pre-treatment

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      https://www.riss.kr/link?id=A106051195

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      다국어 초록 (Multilingual Abstract)

      Physicochemical pre-treatments are required to treat RO (Reverse osmosis) waste water because non-degradable organic matter and high concentrated nutrients are included in RO waste water. In this study, therefore, fenton pre-treatment process was applied to improve biodegradability and biological treatment efficiency of RO waste water. COD (Chemical oxygen demand), BOD (Biological oxygen demand), T-N (Total nitrogen), T-P (Total phosphorus), and pH of raw RO waste water were 154.4 ±27.8 mg/L, 78.9 ±19.4 mg/L, 117.0 ±21.8 mg/L, 2.0 ±0.4 mg/L, and 7.5 ±0.4, respectively. Fenton process enhanced biodegradability of RO waste water from 51% to 69%. Biological COD removal efficiencies with fenton and without fenton were 48.6 and 68.0%, respectively. Since the low COD concentration in raw RO waste water, T-N removal efficiency was not improved in MBR (Membrane bio-reactor) although fenton process was operated to improve biodegradability. These results show that the organic carbon for the biological denitrification was lacked in biodegradability improved RO waste water and the additional organic carbon was required to remove nitrogen. T-P was mainly removed by precipitation of floc formed in fenton process. The recirculation of fenton sludge without additional injection of fenton reagent was not effective to maintain pre-treatment efficiency. These result indicates that continuous injection of fenton reagent is required to maintain efficiency of fenton pre-treatment and amount of fenton reagent can be reduced by recirculation of fenton sludge.
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      Physicochemical pre-treatments are required to treat RO (Reverse osmosis) waste water because non-degradable organic matter and high concentrated nutrients are included in RO waste water. In this study, therefore, fenton pre-treatment process was appl...

      Physicochemical pre-treatments are required to treat RO (Reverse osmosis) waste water because non-degradable organic matter and high concentrated nutrients are included in RO waste water. In this study, therefore, fenton pre-treatment process was applied to improve biodegradability and biological treatment efficiency of RO waste water. COD (Chemical oxygen demand), BOD (Biological oxygen demand), T-N (Total nitrogen), T-P (Total phosphorus), and pH of raw RO waste water were 154.4 ±27.8 mg/L, 78.9 ±19.4 mg/L, 117.0 ±21.8 mg/L, 2.0 ±0.4 mg/L, and 7.5 ±0.4, respectively. Fenton process enhanced biodegradability of RO waste water from 51% to 69%. Biological COD removal efficiencies with fenton and without fenton were 48.6 and 68.0%, respectively. Since the low COD concentration in raw RO waste water, T-N removal efficiency was not improved in MBR (Membrane bio-reactor) although fenton process was operated to improve biodegradability. These results show that the organic carbon for the biological denitrification was lacked in biodegradability improved RO waste water and the additional organic carbon was required to remove nitrogen. T-P was mainly removed by precipitation of floc formed in fenton process. The recirculation of fenton sludge without additional injection of fenton reagent was not effective to maintain pre-treatment efficiency. These result indicates that continuous injection of fenton reagent is required to maintain efficiency of fenton pre-treatment and amount of fenton reagent can be reduced by recirculation of fenton sludge.

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      참고문헌 (Reference)

      1 김효수, "활성슬러지 모델 수정을 통한 동시 질산화·탈질 반응 해석" 대한환경공학회 30 (30): 199-206, 2008

      2 성일화, "펜톤산화에 따른 복합폐수의 처리효율연구" 한국환경보건학회 32 (32): 446-450, 2006

      3 현승훈, "침지형 MF 중공사막을 이용한 하수 2차 처리수의 재이용 연구" 대한상하수도학회 19 (19): 47-52, 2005

      4 American Water Works Association (AWWA), "Water Quality and Treatment: A Handbook of Community Water Supplies" McGraw-Hill 1990

      5 Rautenbach, R., "Treatment of severely contaminated waste water by a combination of RO, high-pressure RO and NF—potential and limits of the process" 174 (174): 231-241, 2000

      6 Kim, Y. S, "The Mechanisms of Oxidation and Reduction Under Various pH Regimes in Fenton's Reaction" 12 (12): 755-760, 2001

      7 He, R, "Effect of Fenton oxidation on biodegradability, biotoxicity and dissolved organic matter distribution of concentrated landfill leachate derived from a membrane process" 38 : 232-239, 2015

      8 Peñate, B., "Current trends and future prospects in the design of seawater reverse osmosis desalination technology" 284 : 1-8, 2012

      9 Crini, G., "Conventional and non-conventional adsorbents for wastewater treatment"

      10 An, M. S., "A Study on the Non - biodegradable COD Removal in the Leachate by Fenton Oxidation Reaction" 12 (12): 595-604, 1995

      1 김효수, "활성슬러지 모델 수정을 통한 동시 질산화·탈질 반응 해석" 대한환경공학회 30 (30): 199-206, 2008

      2 성일화, "펜톤산화에 따른 복합폐수의 처리효율연구" 한국환경보건학회 32 (32): 446-450, 2006

      3 현승훈, "침지형 MF 중공사막을 이용한 하수 2차 처리수의 재이용 연구" 대한상하수도학회 19 (19): 47-52, 2005

      4 American Water Works Association (AWWA), "Water Quality and Treatment: A Handbook of Community Water Supplies" McGraw-Hill 1990

      5 Rautenbach, R., "Treatment of severely contaminated waste water by a combination of RO, high-pressure RO and NF—potential and limits of the process" 174 (174): 231-241, 2000

      6 Kim, Y. S, "The Mechanisms of Oxidation and Reduction Under Various pH Regimes in Fenton's Reaction" 12 (12): 755-760, 2001

      7 He, R, "Effect of Fenton oxidation on biodegradability, biotoxicity and dissolved organic matter distribution of concentrated landfill leachate derived from a membrane process" 38 : 232-239, 2015

      8 Peñate, B., "Current trends and future prospects in the design of seawater reverse osmosis desalination technology" 284 : 1-8, 2012

      9 Crini, G., "Conventional and non-conventional adsorbents for wastewater treatment"

      10 An, M. S., "A Study on the Non - biodegradable COD Removal in the Leachate by Fenton Oxidation Reaction" 12 (12): 595-604, 1995

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-09-15 학회명변경 영문명 : Korea Technological Society Of Water And Wastewater Treatment -> Korean Society of Water Science and Technology KCI등재
      2006-09-15 학술지명변경 한글명 : 수처리기술 -> 한국수처리학회지
      외국어명 : Joural of Korea Technological Society of Water and Wastewater Treatment -> Joural of Korean Society of Water Science and Technology
      KCI등재
      2006-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2005-08-25 학회명변경 한글명 : 한국수처리기술연구회 -> 한국수처리학회 KCI등재후보
      2005-05-30 학술지명변경 한글명 : 수처리기술(水處理技術) -> 수처리기술 KCI등재후보
      2005-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2003-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.17 0.17 0.16
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.17 0.17 0.231 0.09
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