期刊文献+

Study of control strategy and simulation in anoxic-oxic nitrogen removal process 被引量:2

Study of control strategy and simulation in anoxic-oxic nitrogen removal process
下载PDF
导出
摘要 The control strategy and simulation of external carbon addition were specially studied in an anoxic-oxic(A/O) process with low carbon: nitrogen(C/N) domestic wastewater. The control strategy aimed to adjust the flow rate of external carbon dosage to the anoxic zone, thus the concentration of nitrate plus nitrite(NOx--N) in the anoxic zone was kept closed to the set point. The relationship was studied between the NOx--N concentration in the anoxic zone(S_ NO) and the dosage of external carbon, and the results showed that the removal efficiency of the total nitrogen(TN) could not be largely improved by double dosage of carbon source when S_ NO reached about 2 mg/L. Through keeping S_ NO at the level of about 2 mg/L, the demand of effluent quality could be met and the carbon dosage could be optimized. Based on the Activated Sludge Model No.1(ASM No.1), a simplified mathematical model of external carbon dosage was developed. Simulation results showed that PI controller and feed-forward PI controller both had good dynamic response and steady precision. And feed-forward PI controller had better control effects due to its consideration of influent disturbances. The control strategy and simulation of external carbon addition were specially studied in an anoxic-oxic(A/O) process with low carbon: nitrogen(C/N) domestic wastewater. The control strategy aimed to adjust the flow rate of external carbon dosage to the anoxic zone, thus the concentration of nitrate plus nitrite(NOx--N) in the anoxic zone was kept closed to the set point. The relationship was studied between the NOx--N concentration in the anoxic zone(S_ NO) and the dosage of external carbon, and the results showed that the removal efficiency of the total nitrogen(TN) could not be largely improved by double dosage of carbon source when S_ NO reached about 2 mg/L. Through keeping S_ NO at the level of about 2 mg/L, the demand of effluent quality could be met and the carbon dosage could be optimized. Based on the Activated Sludge Model No.1(ASM No.1), a simplified mathematical model of external carbon dosage was developed. Simulation results showed that PI controller and feed-forward PI controller both had good dynamic response and steady precision. And feed-forward PI controller had better control effects due to its consideration of influent disturbances.
出处 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2005年第3期425-428,共4页 环境科学学报(英文版)
基金 Foundation item:Beijing Science and Technology Commission(No. H020620010120), the Significant International Projects of the National Natural Science Foundation of China(No. 50521140075), Beijing Municipal Education Commission(No. KZ200310005003) and Beijing Key Laboratories
关键词 ASM No.1 biological nitrogen removal external carbon addition feed-forward PI control ASM No.1 biological nitrogen removal external carbon addition feed-forward PI control
  • 相关文献

参考文献8

  • 1Aspegren H, Andersson B, Nyberg U et al., 1992. Model and sensor based optimization of nitrogen removal at Klangshamn wastewater treatment plant [J]. Wat Sci Tech, 26(5-6): 1315-1323.
  • 2APHA(American Public Health Association)/American Water Works Association/Water Environment Federation, 1995. Standard methods for the examination of water and wastewater[M]. 19th ed. USA Washington DC.
  • 3Barros P R, Carlsson B, 1998. Iterative design of a nitrate controller using an external carbon source in an activated sludge process[J]. Wat Sci Tech, 37(12): 95-102.
  • 4Cho J H, Sung S W, Lee I B, 2002. Cascade control strategy for external carbon dosage in predenitrifying process[J]. Wat Sci Tech, 45(4-5): 53-60.
  • 5IWA task group on mathematical modelling for design and operation of biological wastewater treatment, 2002. Activated sludge models ASM1, ASM2 and ASM3[ M]. Shanghai: Tongji University Press.
  • 6Lindberg C F, Carlsson B, 1996. Adaptive control of external carbon flow rate in an activated sludge process[J]. Wat Sci Tech, 34(3-4): 173-180.
  • 7Lukasse L J S, Keesman K J, Klapwijk A et al., 1998. Optimal control of Nremoval in ASPs[J]. Wat Sci Tech, 38(3): 255-262.
  • 8Samuelsson P, Carlsson B, 2001. Feedforward control of the external carbon flow rate in an activated sludge process [J]. Wat Sci Tech, 43 ( 1 ): 115- 122.

同被引文献11

引证文献2

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部