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某污水处理厂有机物去除与脱氮性能分析

王文成

净水技术2024,Vol.43Issue(z1):192-197,6.
净水技术2024,Vol.43Issue(z1):192-197,6.DOI:10.15890/j.cnki.jsjs.2024.s1.028

某污水处理厂有机物去除与脱氮性能分析

Analysis of Organic Matter Removal and Nitrogen Removal Performance of a WWTP

王文成1

作者信息

  • 1. 上海复旦水务工程技术有限公司,上海 200433
  • 折叠

摘要

Abstract

The organic matter removal and denitrification performance of AAO bioreactor-secondary sedimentation tank-terminal sedimentation tank-first-stage activated coke adsorption tank-second-stage activated coke adsorption tank process in anindustrial wastewater treatment plant(WWTP)was investigated,and the variations and removal of dissolved organic matter were analyzed by three-dimensional fluorescence spectroscopy and ultraviolet-visible spectroscopy techniques.The results showed that the particulate,colloidal and soluble CODCr in the influent account for 25.6%and 74.4%of the total CODCr,respectively,the biodegradable and inert organics accounted for 39.6%and 60.4%of the total CODCr in the inlet,respectively,and that the biological tank had limited effect on the removal of refractory organics,which mainly depended on the adsorption of two-stage activated coke,the dissolved CODCr concentration in the effluent drops to 35.2 mg/L.The nitrification and denitrification capacities of activated sludge were low,with nitrification and denitrification rates of 0.34 mg N/(g SS·h)and 0.77 mg N/(g SS·h),respectively.

关键词

造纸废水/溶解性有机物/三维荧光法/紫外光谱分析/脱氮性能

Key words

papermaking wastewater/dissolved organic matter/three-dimensional fluorescence method/UV spectroscopic analysis/nitrogen removal performance

分类

环境科学

引用本文复制引用

王文成..某污水处理厂有机物去除与脱氮性能分析[J].净水技术,2024,43(z1):192-197,6.

净水技术

OACSTPCD

1009-0177

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