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不同进水条件下ASM1模型参数的灵敏度分析 被引量:4

Sensitivity analysis of ASM1parameters under different influent conditions
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摘要 编制了BSM1的仿真程序,并分析了不同进水条件下ASM1模型的16个参数对BSM1出水COD、TN、NH+4-N、NO3--N灵敏度的影响。结果表明,9个参数的灵敏度在规定的划分范围内没有区别,7个参数在不同进水条件下差别较明显;各参数灵敏度的变化规律,与出水的NH+4-N及NO3--N浓度变化有一定相关性;灵敏度变化与ASM1模型速率方程中的开关函数有关。研究不同进水条件下模型参数的灵敏度,有助于提高污水处理仿真计算的准确性。 The simulation program of the benchmark process BSM1 was completed to investigate the effect of different influent conditions on sensitivities of 16 ASM1 parameters to the effluent COD,TN, N H4+-N and NO3--N. The results show that 9 parameters are influenced little while 7 parameters are affected observably by the influent con- ditions;Sensitivity variation rules of parameters have certain correlations with the effluent concentrations of NH4+-N and NO3--N,and the changes of sensitivity relate to the switching functions in process rate equations of ASM1. Stud- ying the sensitivities of model parameters under different influents can help increase the accuracy of simulation for wastewater treatment.
出处 《环境污染与防治》 CAS CSCD 北大核心 2013年第8期59-63,共5页 Environmental Pollution & Control
基金 教育部科学研究重大项目(No.308010) 江苏省科技支撑计划项目(No.BS2008667)
关键词 灵敏度分析 开关函数 过程速率方程 ASM1模型 BSM1 sensitivity analysis switching function process rate equation ASM1 model BSM1
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  • 1荆肇乾,吕锡武,张利民.五箱一体化除磷脱氮工艺中试研究[J].水处理技术,2005,31(8):52-55. 被引量:1
  • 2黄勇,杨铨大,王宝贞,聂梅生.生物处理动力学参数测定研究[J].中国环境科学,1996,16(2):123-127. 被引量:20
  • 3Henze M, Gujer W, Mino T et al. , Activated Sludge model NO. 2D, ASM2D. Wat. Sci. Tech. , 1999, 39 (1) : 165-182.
  • 4Grady C P L, Daigger G T, Lim H C, Biological Waster Water Treatment, 2nd Edi. , New York: Marcel Dekker, Inc. , 1999.
  • 5Henze M, Grady C P L, Gujer W et al. , Activated Sludge Model No. 1, IAWPRC Scientific and Technical Report, No. 1, London:IAWPRC, 1987.
  • 6国际水协废水生物处理设计与运行数学模型课题组.活性污泥数学模型.张亚雷,李咏梅译.上海:同济大学出版社,2002
  • 7Sollfrank U, Gujer W. Characterization of domestic wastewater for mathematical modeling of the activated sludge process. Wat.Sci. Tech., 1991, (23):1057~1063
  • 8IWA task group of mathematical modeling for design and operation of biological wastewater treatment.Activated Sludge Models ASM1,ASM2,ASM2D and ASM3[M].London:IWA Publishing,2000.
  • 9Abusam A,Keesman K J.Parameter estimation procedure for complex non-linear systems:calibration of ASM No.1 for Nremoval in a full-scale oxidation ditch[J].Wat.Sci.Tech.,2001,43(7):357.
  • 10Gernaey K.Activated sludge monitoring with combined respirometic-titrimetric measurements[J].Water Research,2001,35:1280-1294.

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  • 1黄勇,杨铨大,王宝贞,聂梅生.活性污泥生物反应动力学模型研究[J].环境科学研究,1995,8(4):23-28. 被引量:16
  • 2蓝梅,周雪飞,顾国维.ASM1模型参数的多因素灵敏度分析[J].中国给水排水,2006,22(23):56-58. 被引量:7
  • 3董姗燕,汪喜生,王文佳,许洲,姚重华.UniTank工艺流程中磷酸盐浓度的非稳态特征[J].环境化学,2007,26(1):1-4. 被引量:7
  • 4张超,吕锡武,荆肇乾,曾苏.五箱一体化脱氮除磷工艺在示范工程中的应用[J].环境污染与防治,2007,29(7):555-557. 被引量:7
  • 5Chen W, Yao C, Lu X. Optimal design activated sludge process by means of multi-objective optimization: case study in Benchmark Simulation Model 1 (BSM1)[J]. Water Science & Technology, 2014, 69(10): 2052-2058.
  • 6Guerrero J, Guisasola A, Vilanova R, Baeza J A. Improving the performance of a WWTP control system by model-based setpoint optimisation [J]. Environmental Modelling & Software, 2011, 26(4): 492-497.
  • 7Xie W, Zhang R, Li W, Ni B, Fang F, Sheng G, Yu H, Song J, Le D, Bi X. Simulation and optimization of a full-scale Carrousel oxidation ditch plant for municipal wastewater treatment [J]. BiochemicalEngineering Journal, 2011, 56( 1 ): 9-16.
  • 8Petersen B, Gernaey K, Henze M, Vanrolleghem P A. Calibration of activated sludge models: A critical review of experimental designs// Biotechnology for the Environment: Wastewater Treatment and Modeling, Waste Gas Handling [M]. Dordrecht:Kluwer Academic Publishers, 2003:101-186.
  • 9Ni B J, Xie W M, Liu S G, Yu H Q, Wang Y Z, Dai X L. Modeling and simulation of the sequencing batch reactor at a full--scale municipal wastewater treatment plant [J]. AIChE Journal, 2009, 55(8) 2186-2196.
  • 10Makinia J, Rosenwinkel K, Spering V. Long-term simulation of the activated studge process at the Hanover-Gfimmerwald pilot WWTP [J]. Water Research, 2005, 39(8): 1489-1502.

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