Biomass growth and activity in a membrane bioreactor with complete sludge retention.

This work reports the main results of a bench scale membrane bioreactor operated for more than 100 days without sludge withdrawal and fed on real municipal wastewater. The experiments were oriented towards three main objectives. Firstly, the performance of the system was evaluated under two different volumetric loading rates (0.8 and 1.7 g CODL(react.)(-1)d(-1)). Secondly, biomass growth and accumulation of solids were assessed and a relationship between sludge concentration and volumetric loading rates was proposed. Thirdly, biomass activity was evaluated through respirometric tests, and endogenous and maximum respiration rates of heterotrophic and nitrifying bacteria were determined. The experimental campaign showed that these systems are easy to manage and very rapid to start-up. The SS concentrations under equilibrium conditions for both experimental periods were slightly lower than 10 times the volumetric loading rates, and the organic loading rates reached the same equilibrium value of 0.12 g CODgTSS(-1)d(-1). Furthermore, under equilibrium conditions the system showed very limited sludge production (0.12 g VSSgCOD(rem)(-1)) and low biomass activity, although it readily responded to load variations. Further work is being carried out to evaluate the performance over the long term.

[1]  Peter A. Vanrolleghem,et al.  Respirometry in Control of the Activated Sludge Process: Principles , 1998 .

[2]  Alfons Vogelpohl,et al.  Wastewater treatment in a biological high-performance system with high biomass concentration , 1995 .

[3]  H. W. van Verseveld,et al.  Aerobic domestic waste water treatment in a pilot plant with complete sludge retention by cross-flow filtration , 1995 .

[4]  B. Jefferson,et al.  Membrane bioreactors — hybrid activated sludge or a new process? , 2003 .

[5]  M. Kraume,et al.  Microbiological aspects of a bioreactor with submerged membranes for aerobic treatment of municipal wastewater. , 2002, Water research.

[6]  Howard A. Chase,et al.  The effect of maintenance energy requirements on biomass production during wastewater treatment , 1999 .

[7]  A. Huyard,et al.  Membrane Bioreactor on Domestic Wastewater Treatment Sludge Production and Modeling Approach , 1991 .

[8]  Matthias Kraume,et al.  Operation of different membrane bioreactors : experimental results and physiological state of the micro-organisms , 2000 .

[9]  Kazuo Yamamoto,et al.  Direct Solid-Liquid Separation Using Hollow Fiber Membrane in an Activated Sludge Aeration Tank , 1989 .

[10]  Karl-Heinz Rosenwinkel,et al.  Sludge production in membrane bioreactors under different conditions , 2000 .

[11]  Takao Yamagishi,et al.  Single-stage, single-sludge nitrogen removal by an activated sludge process with cross-flow filtration , 1992 .

[12]  M. Kraume,et al.  Performance of a bioreactor with submerged membranes for aerobic treatment of municipal waste water. , 2002, Water research.

[13]  A. E. Greenberg,et al.  Standard Methods for the Examination of Water and Wastewater seventh edition , 2013 .

[14]  Kazuo Yamamoto,et al.  Organic Stabilization and Nitrogen Removal in Membrane Separation Bioreactor for Domestic Wastewater Treatment , 1992 .

[15]  Chettiyappan Visvanathan,et al.  Membrane Separation Bioreactors for Wastewater Treatment , 2000 .

[16]  S. Pirt The maintenance energy of bacteria in growing cultures , 1965, Proceedings of the Royal Society of London. Series B. Biological Sciences.

[17]  Jaime Benítez,et al.  Stabilization and dewatering of wastewater using hollow fiber membranes , 1995 .