4.7 Article

Kinetic modeling and microbiological study of two-step nitrification in a membrane bioreactor and hybrid moving bed biofilm reactor-membrane bioreactor for wastewater treatment

Journal

CHEMICAL ENGINEERING JOURNAL
Volume 259, Issue -, Pages 692-702

Publisher

ELSEVIER SCIENCE SA
DOI: 10.1016/j.cej.2014.07.136

Keywords

Wastewater treatment; Moving bed biofilm reactor; Membrane bioreactor; Two-step nitrification; Nitrogen removal; Kinetic parameters

Funding

  1. Spanish Ministry of Education, Culture and Sport in the training plan of Becas del Programa de Formacion de Profesorado Universitario (FPU)
  2. Ministry of Economy and Competitiveness of Spain
  3. Centre for the Development of Industrial Technology (CDTI) [CEN-20091028]

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A membrane bioreactor (MBR), a hybrid moving bed biofilm reactor-membrane bioreactor (MBBR-MBR) containing carriers in the anoxic and aerobic zones of the bioreactor and a hybrid MBBR-MBR which contained carriers only in the aerobic zone were used in parallel with the same urban wastewater and compared. The reactors operated with a hydraulic retention time (HRT) of 9.5 h. Kinetic parameters for heterotrophic and autotrophic biomasses, mainly ammonium-oxidizing bacteria (AOB) and nitrite-oxidizing bacteria (NOB), were evaluated and related to organic matter and nutrients removals. The microbial communities of each wastewater treatment plant (WWTP) were analyzed by 454 pyrosequencing methods to detect and quantify the contribution of nitrifying bacteria in the total bacterial community. All three systems showed similar performance in terms of pollutant removal although the hybrid MBBR-MBR containing carriers only in the aerobic zone of the bioreactor (WWTP 3) showed the best performance from the point of view of the kinetics of heterotrophic and nitrite-oxidizing bacteria, with values of mu(m,H) = 0.02665 h(-1), K-M = 8.88081 mg O-2 L-1, mu(m,NOB) = 0.53690 h(-1) and K-NOB = 2.16702 mg N L-1. It supported the efficiencies of chemical oxygen demand (COD) and total nitrogen (TN) removals and the concentrations of nitrite and nitrate in the different effluents. (C) 2014 Elsevier B.V. All rights reserved.

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