Solids characterisation in an anaerobic migrating bed reactor (AMBR) sewage treatment system.

The aim of this work was to characterise the solids in an anaerobic sewage treatment process. Hindered settling velocity, particle size distributions (PSD), influent and effluent COD(P)/SS and discrete settling velocity distributions were all measured. The anaerobic migrating bed reactor (AMBR) solids were mainly flocculent and had a settling rate equivalent to a good settling activated sludge ( approximately SSVI=60 mL/g). The PSD of the anaerobic solids were very different to PSD for activated sludge flocs, with the anaerobic solids having a modal size an order of magnitude smaller than activated sludge, but a range of particle sizes being two orders of magnitude larger. There was a far greater range in size and structure in the anaerobic solids. The anaerobic process solids were primarily feed solids undergoing VSS destruction (hydrolysis). The biological mass was small. The solids seemed to retain their size as the volatiles were degraded and the density decreased ('skeletons' of the influent particulates). The small fraction of slowly settling solids, which have been identified to have a similar modal size but lower density than the mixed solids in the reactor, pose a solids retention time (SRT) control problem when relying on settling alone for solids retention.

[1]  Paul Lant,et al.  Eliminating non‐renewable CO2 emissions from sewage treatment: An anaerobic migrating bed reactor pilot plant study , 2006, Biotechnology and bioengineering.

[2]  J. Keller,et al.  Greenhouse gas production in wastewater treatment: process selection is the major factor. , 2003, Water science and technology : a journal of the International Association on Water Pollution Research.

[3]  Y. Li,et al.  Microbial structure and activity of UASB granules treating different wastewaters , 1994 .

[4]  W. Owen,et al.  Fundamentals of Anaerobic Digestion of Wastewater Sludges , 1986 .

[5]  Marcelo Zaiat,et al.  Anaerobic Processes as the Core Technology for Sustainable Domestic Wastewater Treatment: Consolidated Applications, New Trends, Perspectives, and Challenges , 2006 .

[6]  Damien J. Batstone,et al.  Mathematical Modelling of Anaerobic Reactors Treating Domestic Wastewater: Rational Criteria for Model Use , 2006 .

[7]  W Verstraete,et al.  Anaerobic digestion technologies for closing the domestic water, carbon and nutrient cycles. , 2000, Water science and technology : a journal of the International Association on Water Pollution Research.

[8]  Eugénio C. Ferreira,et al.  Characterisation by image analysis of anaerobic sludge under shock conditions , 2000 .

[9]  J. Burgess,et al.  Off-line particle size analysis of digested sludge. , 2002, Water research.

[10]  P. Vanrolleghem,et al.  Focused beam reflectance technique for in situ particle sizing in wastewater treatment settling tanks , 2004 .

[11]  L. Pol The phenomenon of granulation of anaerobic sludge. , 1989 .

[12]  G Lettinga,et al.  Digestion and degradation, air for life. , 2001, Water science and technology : a journal of the International Association on Water Pollution Research.

[13]  L. T. Angenent,et al.  Development of anaerobic migrating blanket reactor (AMBR), a novel anaerobic treatment system. , 2001, Water research.

[14]  R. A. Barbosa,et al.  Treatment of raw domestic sewage in an UASB reactor , 1989 .

[15]  P. Lavery,et al.  Removing filterable reactive phosphorus from highly coloured stormwater using constructed wetlands. , 2001, Water science and technology : a journal of the International Association on Water Pollution Research.

[16]  G Lettinga,et al.  Effect of SRT and temperature on biological conversions and the related scum-forming potential. , 2005, Water research.

[17]  Grietje Zeeman,et al.  A REVIEW: THE ANAEROBIC TREATMENT OF SEWAGE IN UASB AND EGSB REACTORS , 1998 .

[18]  Richard E. Speece,et al.  Settleability assessment protocol for anaerobic granular sludge and its application , 2004 .

[19]  Marcos von Sperling,et al.  Comparison and evaluation of empirical zone settling velocity parameters based on sludge volume index using a unified settling characteristics database. , 2003, Water research.

[20]  Hideki Harada,et al.  Treatment of raw sewage in a temperate climate using a UASB reactor and the hanging sponge cubes process , 1997 .

[21]  Paul Lant,et al.  Activated sludge flocculation: on-line determination of floc size and the effect of shear , 2000 .

[22]  Lourdinha Florencio,et al.  Anaerobic Reactor Design Concepts for the Treatment of Domestic Wastewater , 2006 .

[23]  Gatze Lettinga,et al.  Granular Anaerobic Sludge, Microbiology and Technology , 1988 .

[24]  M K Stenstrom,et al.  Greenhouse gas production: a comparison between aerobic and anaerobic wastewater treatment technology. , 2005, Water research.

[25]  G Lettinga,et al.  Anaerobic treatment of raw domestic sewage at ambient temperatures using a granular bed UASB reactor , 1983, Biotechnology and bioengineering.

[26]  J Keller,et al.  Variation of bulk properties of anaerobic granules with wastewater type. , 2001, Water research.