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      Denitrifying PAO와 SBBR-MSBR을 이용한 생물학적영양소제거공정에서 탄소원 절약에 대한 연구 = Evaluation of COD Utilization for Biological Nutrient Removal with dPAO in SBBR-MSBR System

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      https://www.riss.kr/link?id=A82687741

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      다국어 초록 (Multilingual Abstract)

      The combined system of sequencing batch biofilm reactor (SBBR) and membrane SBR (MSBR) was operated with sewage to evaluate the COD utilization for biological nutrient removal (BNR). The SBBR was operated for nitrification reactor, while denitrifying ...

      The combined system of sequencing batch biofilm reactor (SBBR) and membrane SBR (MSBR) was operated with sewage to evaluate the COD utilization for biological nutrient removal (BNR). The SBBR was operated for nitrification reactor, while denitrifying PAO (dPAO) was cultivated in MSBR with anaerobic-anoxic operation. In the SBBR and MSBR system, the enhanced biological phosphorus removal (EBPR) was successfully achieved with higher N removal. The COD utilization in combined SBBR-MSBR system was significantly reduced compared to ordinary BNR (up to 3.1 g SCOD/g (N+P) and 1.6 g SCOD/g (N+P) with different C/N/P ratio). The results suggest that a dPAO process could effectively reduce carbon energy (=COD) requirement. The combination of oxic-SBBR and anaerobic-anoxic MSBR for dPAO utilization could be an attractive alternative to upgrade the process performance in weak sewage.

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      참고문헌 (Reference)

      1 환경부, "하수도 통계" 2010

      2 최의소, "아질산화-탈질 반응 을 이용한 혐기성 소화조 상징액의 질소 제거" 16 (16): 265-273, 2000

      3 Neethling, J, "What is limit of technology (LOT): a rational and quantitative approach" Wat. Env. Fed 5917-5930, 2009

      4 Henze, M, "Wastewater treatment: Biological and chemical processes" Springer 1995

      5 Shoolroy, L, "WWTP optimization to achieve effluent total phosphorus levels less than 0.15 mg/L without chemicals or filtration" Orlando 4484-4500, 2009

      6 Parker, D, "WEF/WERF cooperative study of BNR plants approaching the limit of technology: Ⅰ. What can we learn about the technologies" Orlando, 4543-4559, 2009

      7 Van Loosdrecht, M. C. M, "Upgrading of wastewater treatment processes for integrated nutrient removal the BCFS process" 37 (37): 209-217, 1998

      8 Smolders, G. J. F, "Stoichiometric model of the aerobic metabolism of the biological phosphorus removal process" 44 : 837-848, 1994

      9 APHA, "Standard Methods for the Examination of Water and Wastewater" WashingtonDC 2005

      10 Wilderer, P. A, "Sequencing batch biofilm reactor technology. Harnessing biotechnology for the 21th century" M. R. Ladisch and A. Bose (eds.), Amer. Chem. Soc 475-479, 1992

      1 환경부, "하수도 통계" 2010

      2 최의소, "아질산화-탈질 반응 을 이용한 혐기성 소화조 상징액의 질소 제거" 16 (16): 265-273, 2000

      3 Neethling, J, "What is limit of technology (LOT): a rational and quantitative approach" Wat. Env. Fed 5917-5930, 2009

      4 Henze, M, "Wastewater treatment: Biological and chemical processes" Springer 1995

      5 Shoolroy, L, "WWTP optimization to achieve effluent total phosphorus levels less than 0.15 mg/L without chemicals or filtration" Orlando 4484-4500, 2009

      6 Parker, D, "WEF/WERF cooperative study of BNR plants approaching the limit of technology: Ⅰ. What can we learn about the technologies" Orlando, 4543-4559, 2009

      7 Van Loosdrecht, M. C. M, "Upgrading of wastewater treatment processes for integrated nutrient removal the BCFS process" 37 (37): 209-217, 1998

      8 Smolders, G. J. F, "Stoichiometric model of the aerobic metabolism of the biological phosphorus removal process" 44 : 837-848, 1994

      9 APHA, "Standard Methods for the Examination of Water and Wastewater" WashingtonDC 2005

      10 Wilderer, P. A, "Sequencing batch biofilm reactor technology. Harnessing biotechnology for the 21th century" M. R. Ladisch and A. Bose (eds.), Amer. Chem. Soc 475-479, 1992

      11 Yuan, Q, "Selection and enrichment of denitrifying phosphorus accumulating organisms in activated sludge" Orlando 4330-4341, 2009

      12 Peric, M, "Phosphorus requirements in a post denitrification MBBR at a combined limit of technology nitrogen and phosphorus plant" Wat. Env. Fed 2231-2245, 2009

      13 Wang, Y. Y, "Phosphorus removal under anoxic conditions in a continuous-flow A2N two sludge process" 50 (50): 37-44, 2004

      14 Kim, M, "Phosphorus fractionation in membrane-assisted biological nutrient removal process" 76 : 1283-1287, 2009

      15 Kuba, T, "Phosphorus and Nitrogen Removal with Minimal COD Requirement by Integration of Denitrifying Dephosphatation and Nitrification in a two-sludge system" 30 (30): 1702-1710, 1996

      16 Vargas, M., "On-line titrimetric monitoring of the anaerobicanoxic EBPR process" 57 (57): 1149-1154, 2008

      17 Kuba, T, "Occurrence of denitrifying phosphorus removing bacteria in modified UCT-type wastewater treatment plants" 31 (31): 777-786, 1997

      18 Wingender, J, "Microbial Extracellular Polymeric Substances: Characterization, Structure and Function" Springer 1999

      19 Makinia, J, "Experimental and model-based evaluation of the role of denitrifying polyphosphate accumulating organisms at two large scale WWTPs in northern poland" 54 (54): 73-81, 2006

      20 Toit, G. J. G, "Design and performance of BNR activated sludge systems with flat sheet membranes for solid-liquid separation" 56 (56): 105-113, 2007

      21 Stinson, B, "Design and operating considerations for a post denitrification MBBR to achieve limit of technology effluent NOX < 1 mh/L and Effluent TP < 0.18 mg/L" Wat. Env. Fed 4357-4377, 2009

      22 E Choi, "Design Implications on Denitrifying PAO in BNR Plant" 대한토목학회 12 (12): 9-14, 2008

      23 Hao, X, "Contribution of P-bacteria in biological nutrient removal processes to overall effects on the environment" 44 (44): 67-76, 2001

      24 Chung, J, "Characteristics of denitrifying phosphate accumulating organisms in an anaerobic-intermittently aerobic process" Mary Ann Liebert Inc. 23 (23): 981-993, 2006

      25 Wang, Y. Y, "Characteristics of anoxic phosphorus removal in sequence batch reactor" 19 : 776-782, 2007

      26 Han, J, "Characteristics of Nitrogen and Phosphorus Removal by dPAO in SBR and SBBR, Proc" 18-22, 2009

      27 Lee, J, "Biological phosphorus and nitrogen removal with biological aerated filter using denitrifying phosphorus accumulating organism" 52 (52): 569-578, 2005

      28 Vlekke, G. J. F. M, "Biological phosphate removal from wastewater with oxygen or nitrate in sequencing batch reactors" 9 : 791-796, 1988

      29 "Biological nitrogen removal with enhanced phosphate uptake in a sequencing batch reactor using single sludge system" 35 (35): 3968-3976, 200101

      30 Bortone, G, "Biological nitrogen and phosphorus removal in an anaerobic/ anoxic sequencing batch reactor with separated biofilm nitrification" 30 (30): 303-313, 1994

      31 Bortone, G, "Biological anoxic phosphorus removal- The DEPHANOX process" 34 (34): 19-228, 1996

      32 Lee, H, "Biological Nitrogen and Phosphorus Removal in UCT-type MBR Process" 59 (59): 2093-2099, 2009

      33 Schenkelberg, K, "Application of membrane bioreactor technology to meet stringent load limits on Virginia's Eastern Shore" Wat. Env. Fed 2203-2215, 2009

      34 Henze, M, "Activated sludge model NO.2" 39 (39): 165-182, 1999

      35 Smolders, G. J. F, "A metabolic model of the biological phosphorus removal-stoichiometry, kinetics and dynamic behaviour" Delft Univ. of Tech 1995

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      외국어명 : 미등록 -> Journal of Korean Society on Water Environment
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      2011-12-27 학회명변경 영문명 : Korean Society on Water Quality -> Korean Society on Water Environment KCI등재
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      2009-07-22 학회명변경 영문명 : Journal Of Korean Society On Water Qulity -> Korean Society on Water Quality KCI등재
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.51 0.51 0.46
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.43 0.39 0.613 0.15
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