New insights into modeling two-step nitrification in activated sludge systems - The effects of initial biomass concentrations, comammox an heterotrophic activities

被引:13
|
作者
Mehrani, Mohamad-Javad [1 ]
Sobotka, Dominika [1 ]
Kowal, Przemyslaw [1 ]
Guo, Jianhua [2 ]
Makinia, Jacek [1 ]
机构
[1] Gdansk Univ Technol, Fac Civil & Environm Engn, Narutowicza St 11-12, PL-80233 Gdansk, Poland
[2] Univ Queensland, Australian Ctr Water & Environm Biotechnol, St Lucia, Qld 4072, Australia
关键词
Process simulation; Complete ammonia oxidation (comammox); Ammonia-oxidizing bacteria (AOB); Nitrite-oxidizing bacteria (NOB); Response surface methodology (RSM); Two-step nitrification; AUTOTROPHIC NITROGEN REMOVAL; SOLUBLE MICROBIAL PRODUCTS; MAINSTREAM PARTIAL NITRITATION; NITRIFYING BACTERIA; KINETIC CHARACTERIZATION; AQUEOUS-SOLUTION; ANAMMOX; NITROSPIRA; SMP; DENITRIFICATION;
D O I
10.1016/j.scitotenv.2022.157628
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, the conventional two-step nitrification model was extended with complete ammonia oxidation (comammox) and heterotrophic & nitrification on soluble microbial products. The data for model calibration/validation were collected at four long-tern washout experiments when the solid retention time (SRT) and hydraulic retention time (HRT) were progressively reduced from 4 d to 1 d, with mixed liquor suspended solids (MISS) of approximately 2000 mg/L at the start of each trial. A new calibration protocol was proposed by including a systematic calculation of the initial biomass concentrations and microbial relationships as the calibration targets. Moreover, the impact assessment of initial biomass concentrations (X) and maximum growth rates (p) for ammonia-oxidizing bacteria (AOB), nitrite-oxidizing bacteria (NOB), comammox Nunospira, and heterotrophs on the calibration accuracy were investigated using the response surface methodology (RSM). The RSM results revealed the strongest interaction of X-AOB and mu(AOB )on the model calibration accuracy. All the examined model efficiency measures confirmed that the extended model was accurately calibrated and validated. The estimated p values were as follows: mu(AOB) = 0.38 +/- 0.005 d(-1), mu(NOB) = 0.20 +/- 0.01 d(-1), mu(CMX) = 0.20 +/- 0.01 d(-1), mu(HET) = 1.0 +/- 0.03 d(-1). For comparison, when using the conventional model, mu(NOB) and mu(AOB) increased respectively by 26 and 15 % (mu(AOB) = 0.48 +/- 0.02 d(-1) and mu(NOB) = 0.23 +/- 0.005 d(-1)). This study provides better understanding of the effects of the initial biomass composition and the accompanying processes (comammox and heterotrophic denitrification) on modeling two-step nitrification.
引用
收藏
页数:12
相关论文
共 13 条
  • [1] Assessment of a two-step nitrification model for activated sludge
    Ossenbruggen, PJ
    Spanjers, H
    Klapwik, A
    WATER RESEARCH, 1996, 30 (04) : 939 - 953
  • [2] An approach for modeling two-step denitrification in activated sludge systems
    Ni, Bing-jie
    Yu, Han-Qing
    CHEMICAL ENGINEERING SCIENCE, 2008, 63 (06) : 1449 - 1459
  • [3] Determination of heterotrophic active biomass concentrations in activated sludge systems
    State Key Laboratory of Pollution Control and Resource Reuse, College of Environmental Science and Engineering, Tongji University, Shanghai 200092, China
    不详
    Zhongguo Huanjing Kexue, 2008, 10 (910-914): : 910 - 914
  • [4] Two-step modeling of the biodegradation of phenol by an acclimated activated sludge
    Vázquez-Rodríguez, G
    Ben Youssef, C
    Waissman-Vilanova, J
    CHEMICAL ENGINEERING JOURNAL, 2006, 117 (03) : 245 - 252
  • [5] Two-step modeling of the biodegradation of phenol by an acclimated activated sludge
    Vázquez-Rodríguez, Gabriela
    Youssef, Chérif Ben
    Waissman-Vilanova, Julio
    Chemical Engineering Journal, 2006, 117 (03): : 245 - 252
  • [6] EXTENSION OF ACTIVATED SLUDGE MODEL NO 1 WITH TWO-STEP NITRIFICATION AND DENITRIFICATION PROCESSES FOR OPERATION IMPROVEMENT
    Ostace, George Simion
    Cristea, Vasile Mircea
    Agachi, Paul Serban
    ENVIRONMENTAL ENGINEERING AND MANAGEMENT JOURNAL, 2011, 10 (10): : 1529 - 1544
  • [7] A modified Activated Sludge Model No. 3 (ASM3) with two-step nitrification-denitrification
    Iacopozzi, Ilenia
    Innocenti, Valentina
    Marsili-Libelli, Stefano
    Giusti, Elisabetta
    ENVIRONMENTAL MODELLING & SOFTWARE, 2007, 22 (06) : 847 - 861
  • [8] Effects of sludge retention time, carbon and initial biomass concentrations on selection process: From activated sludge to polyhydroxyalkanoate accumulating cultures
    Chen, Zhiqiang
    Huang, Long
    Wen, Qinxue
    Zhang, Huichao
    Guo, Zirui
    JOURNAL OF ENVIRONMENTAL SCIENCES, 2017, 52 : 76 - 84
  • [9] Effects of sludge retention time, carbon and initial biomass concentrations on selection process: From activated sludge to polyhydroxyalkanoate accumulating cultures
    Zhiqiang Chen
    Long Huang
    Qinxue Wen
    Huichao Zhang
    Zirui Guo
    Journal of Environmental Sciences, 2017, 52 (02) : 76 - 84
  • [10] Effects of sludge retention time, carbon and initial biomass concentrations on selection process: From activated sludge to polyhydroxyalkanoate accumulating cultures
    Zhiqiang Chen
    Long Huang
    Qinxue Wen
    Huichao Zhang
    Zirui Guo
    Journal of Environmental Sciences, 2017, (02) : 76 - 84