CIESC Journal

• BIOTECHNOLOGY & BIOENGINEERING • 上一篇    下一篇

分段进水生物脱氮工艺稳态模型的开发与试验评价

祝贵兵a; 彭永臻a,b; 王淑莹b; 左金龙a; 王亚宜c; 郭建华a   

  1. a School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin
    150090, China
    b Key Laboratory of Beijing Water Quality Science and Water Environment Recovery
    Engineering, Beijing Univer-sity of Technology, Beijing 100022, China
    c School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou
    310014, China
  • 收稿日期:1900-01-01 修回日期:1900-01-01 出版日期:2007-06-28 发布日期:2007-06-28
  • 通讯作者: 祝贵兵

Development and experimental evaluation of a steady-state model for the step-feed
biological nitrogen removal process

ZHU Guibinga; PENG Yongzhena,b; WANG Shuyingb; ZUO Jinlonga; WANG Yayic; GUO Jianhuaa   

  1. a School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin
    150090, China
    b Key Laboratory of Beijing Water Quality Science and Water Environment Recovery
    Engineering, Beijing Univer-sity of Technology, Beijing 100022, China
    c School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou
    310014, China
  • Received:1900-01-01 Revised:1900-01-01 Online:2007-06-28 Published:2007-06-28
  • Contact: ZHU Guibing

摘要: In this article, a steady-state mathematical model was developed and experimentally
evaluated to investigate the effect of influent flow distribution and volume ratios of
anoxic and aerobic zones in each stage on the total nitrogen concentration of the effluent
in the step-feed biological nitrogen removal process. Unlike the previous modeling methods,
this model can be used to calculate the removal rates of ammonia and nitrate in each stage
and thereby predict the concentrations of ammonia, nitrate, and total nitrogen in the
effluent. To verify the simulation results, pilot-scale experimental studies were carried
out in a four-stage step feed process. Good correlations were achieved between the measured
data and the simulation results, which proved the validity of the developed model. The
sensitivity of the model predictions was analyzed. After verification of the validity, the
step feed process was optimally operated for five months using the model and the criteria
developed for the design and operation. During the pilot-scale experimental period, the
effluent total nitrogen concentrations were all below 5mg•L-1, with more than 90% removal
efficiency.

关键词: activated sludge;biological nitrogen removal;optimization;simulation;steady-state model;step-feed process

Abstract: In this article, a steady-state mathematical model was developed and experimentally
evaluated to investigate the effect of influent flow distribution and volume ratios of
anoxic and aerobic zones in each stage on the total nitrogen concentration of the effluent
in the step-feed biological nitrogen removal process. Unlike the previous modeling methods,
this model can be used to calculate the removal rates of ammonia and nitrate in each stage
and thereby predict the concentrations of ammonia, nitrate, and total nitrogen in the
effluent. To verify the simulation results, pilot-scale experimental studies were carried
out in a four-stage step feed process. Good correlations were achieved between the measured
data and the simulation results, which proved the validity of the developed model. The
sensitivity of the model predictions was analyzed. After verification of the validity, the
step feed process was optimally operated for five months using the model and the criteria
developed for the design and operation. During the pilot-scale experimental period, the
effluent total nitrogen concentrations were all below 5mg•L-1, with more than 90% removal
efficiency.

Key words: activated sludge, biological nitrogen removal, optimization, simulation, steady-state model, step-feed process