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Simultaneous nitrogen and phosphorus removal under low dissolved oxygen conditions 被引量:3

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摘要 A full-scale test was operated by using low dissolved oxygen activated sludge process to enhance biological nitrogen and phosphorus removal. When the influent concentrations of CODCr, TN and TP varied in a range of 352.9 mg/L-1338.2 mg/L, 34.4 mg/L-96.3 mg/L, and 2.21 mg/L-24.0 mg/L, the average removal efficiencies were 94.9%, 86.7% and 93.0%, respectively. During the test period of two months, effluent meas of CODCr,, BOD5, NH3-N, TN and TP were below 50 mg/L, 25 mg/L, 10 mg/L and 1.0 mg/L respectively. The low dissolved oxygen activated sludge process has a simple flow sheet, fewer facilities and high N and P removal efficiency. It is very convenient to retrofit the conventional activated sludge process with the above process. A full-scale test was operated by using low dissolved oxygen activated sludge process to enhance biological nitrogen and phosphorus removal. When the influent concentrations of CODCr, TN and TP varied in a range of 352.9 mg/L-1338.2 mg/L, 34.4 mg/L-96.3 mg/L, and 2.21 mg/L-24.0 mg/L, the average removal efficiencies were 94.9%, 86.7% and 93.0%, respectively. During the test period of two months, effluent meas of CODCr,, BOD5, NH3-N, TN and TP were below 50 mg/L, 25 mg/L, 10 mg/L and 1.0 mg/L respectively. The low dissolved oxygen activated sludge process has a simple flow sheet, fewer facilities and high N and P removal efficiency. It is very convenient to retrofit the conventional activated sludge process with the above process.
出处 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2001年第1期46-50,共5页 环境科学学报(英文版)
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参考文献3

  • 1KangSJ,BaileyWF,JenkinsD. WaterSciandTechnol . 1 992
  • 2LiuZ. WaterandWastewater . 1 993
  • 3PitmanAR,VenterSLV,NichollsHA. WaterSciandTechnol . 1 983

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  • 2Kuba T, van Loosdrecht M C M, Heijnen J J. Phosphorus and nitro- gen removal with minimal COD requirement by integration of deni- trifying dephosphatation and nitrification in a two-sludge system [J ]. Water Research, 1996,30 ( 7 ) : 1702-1710.
  • 3Oehmen A,Lemos P C ,Carvalho G. Advances in enhanced biological phosphorus removal : From micro to macro scale [ J ]. Water Research, 2007,41 ( 11 ) : 2271-2300.
  • 4De Barbadillo C, Carrio L, Mahoney K, et al. Practical considerations for design of a step-feed biological nutrient removal system [ J ]. Flori- da Water Resource Journal, 2002 ( 1 ) : 18-20.
  • 5Alper T A, Ozge E, I.an M, et al. Effect of sludge age on the bacterial diversity of bench scale sequencing batch reactors [J]. Environment Science & Technology, 2009,43 (8) : 2950-2956.
  • 6APHA. Standard methods for the examination of water and waste- water,21 st edition [ R ]. Washington D C: American Public Health Ass- ociation,American Water Works Association,Water Pollution and Control Federation, 2003.
  • 7Tan T W, Ng H Y. Influence of mixed liquor recycle ratio and disso- lved oxygen on performance of pre- denitrification submerged mem- brane bioreactors [J ]. Water Research ,2008,42 (4/5) : 1122-1132.
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