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Cost-performance analysis of nutrient removal in a full-scale oxidation ditch process based on kinetic modeling

Cost-performance analysis of nutrient removal in a full-scale oxidation ditch process based on kinetic modeling
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摘要 A full-scale oxidation ditch process for treating sewage was simulated with the ASM2d model and optimized for minimal cost with acceptable performance in terms of ammonium and phosphorus removal. A unified index was introduced by integrating operational costs (aeration energy and sludge production) with effluent violations for performance evaluation. Scenario analysis showed that, in comparison with the baseline (all of the 9 aerators activated), the strategy of activating 5 aerators could save aeration energy significantly with an ammonium violation below 10%. Sludge discharge scenario analysis showed that a sludge discharge flow of 250- 300 ma/day (solid retention time (SRT), 13-15 days) was appropriate for the enhancement of phosphorus removal without excessive sludge production. The proposed optimal control strategy was: activating 5 rotating disks operated with a mode of "111100100" ( "1" represents activation and "0" represents inactivation) for aeration and sludge discharge flow of 200 m3/day (SRT, 19 days). Compared with the baseline, this strategy could achieve ammonium violation below 10% and TP violation below 30% with substantial reduction of aeration energy cost (46%) and minimal increment of sludge production (〈 2%). This study provides a useful approach for the optimization of process operation and control. A full-scale oxidation ditch process for treating sewage was simulated with the ASM2d model and optimized for minimal cost with acceptable performance in terms of ammonium and phosphorus removal. A unified index was introduced by integrating operational costs (aeration energy and sludge production) with effluent violations for performance evaluation. Scenario analysis showed that, in comparison with the baseline (all of the 9 aerators activated), the strategy of activating 5 aerators could save aeration energy significantly with an ammonium violation below 10%. Sludge discharge scenario analysis showed that a sludge discharge flow of 250- 300 ma/day (solid retention time (SRT), 13-15 days) was appropriate for the enhancement of phosphorus removal without excessive sludge production. The proposed optimal control strategy was: activating 5 rotating disks operated with a mode of "111100100" ( "1" represents activation and "0" represents inactivation) for aeration and sludge discharge flow of 200 m3/day (SRT, 19 days). Compared with the baseline, this strategy could achieve ammonium violation below 10% and TP violation below 30% with substantial reduction of aeration energy cost (46%) and minimal increment of sludge production (〈 2%). This study provides a useful approach for the optimization of process operation and control.
出处 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2013年第1期26-32,共7页 环境科学学报(英文版)
基金 supported by the National Natural Science Foundation of China (No.20921140094) the Chinese Academy of Sciences (No.KZCX2-YW-JC407)
关键词 activated sludge model cost-performance analysis oxidation ditch nutrient removal activated sludge model cost-performance analysis oxidation ditch nutrient removal
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  • 1杨青,刘遂庆,甘树应.Carrousel氧化沟中的同时硝化/反硝化(SND)现象研究[J].环境科学,2002,23(S1):40-43. 被引量:10
  • 2刘家富,吕斌,曹红涛,包家强,宋达陆,胡爱军.卡鲁塞尔2000氧化沟的调试及运行[J].中国给水排水,2004,20(11):101-103. 被引量:19
  • 3GAO Shou-you,PENG Yong-zhen,WANG Shu-ying,YAN Jun.Novel strategy of nitrogen removal from domestic wastewater using pilot Orbal oxidation ditch[J].Journal of Environmental Sciences,2006,18(5):833-839. 被引量:11
  • 4Alaya S B,Haouech L,Cherif H,et al.Aeration management in an oxidation ditch[J].Desalination,2010,252(1-3):172-178.
  • 5Tiranuntakul M,Jegatheesan V,Schneider P A,et al.Performance of an oxidation ditch retrofitted with a membrane bioreactor during the start-up[J].Desalination,2005,183(10):417-424.
  • 6路畅.改良型氧化沟工艺脱氮除磷效果分析[A].见:中国环境科学学会2009年学术年会论文集(2)[C].北京:北京航空航天大学出版社,2009.76-80.
  • 7Thakre S B,Bhuyar L B,Deshmukh S J.Oxidation ditch process using curved blade rotor as aerator[J].International Journal of Environmental Science and Technology,2009,6(1):113-122.
  • 8Fan L,Xu N,Wang Z Q,et al.PDA experiments and CFD simulation of a lab-scale oxidation ditch with surface aerators[J].Chemical Engineering Research and Design,2010,88(1):23-33.
  • 9Gillotm S,Headuit A.Effect of air flow rate on oxygen transfer in an oxidation ditch equipped with fine bubble diffusers and slow speed mixers[J].Water Research,2000 34(5):1756-1762.
  • 10Xia S B,Liu J X.An innovative integrated oxidation ditch with vertical circle for domestic wastewater treatment[J].Process Biochemistry,2004,39(9):1111-1117.

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