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Membrane Bioreactors (MBR) are becoming increasingly important in
the treatment of municipal wastewater. Compared to traditional
treatment techniques, MBR's require far smaller surface areas and
produce better effluent quality. This publication reports the
results and experiences of the first 16 months of operation and the
associated research programme of the first full-scale MBR in the
Netherlands which entered operation in December 2004. Detailed
results of the plants technical performance are presented together
with experience of optimising the processes. The design is
evaluated and design recommendations are presented. MBR set-up and
initialization costs are compared with those of conventional WWTPs.
The report confirms the suitability of MBR technology for the
treatment of municipal wastewater taking into account the technical
performance and cost considerations. This publication will be an
invaluable source of reference for all those concerned with the
treatment of municipal wastewater.
Recent technical innovations and significant cost reductions have
sharply increased the potential for using Membrane Bioreactor (MBR)
technology in municipal wastewater treatment. MBR technology
displays several advantages compared to the traditional activated
sludge processes, such as high effluent quality, limited space
requirement and with the possibility of a flexible and phased
extension of existing waste water treatment plants. Membrane
Bioreactors for Municipal Wastewater Treatment describes the
results of a comparative research programme involving four leading
membrane suppliers: Kubota (Japan), Mitsubishi (Japan), X-Flow
(Netherlands) and Zenon (Canada). Each supplier provided a pilot to
represent a suitable scale - right up to full scale. These pilots
were operated and optimised in the course of the research programme
to achieve the best operating window under different operating
regimes. The research focussed on the functionality of the
membrane, the biological treatment, membrane fouling, achieved
effluent quality, and system operability as well as other
factors.In a number of side studies the required pre-treatment,
membrane fouling/cleaning, energy usage, effluent quality and
sludge processing were also addressed. The comparative pilot
research was carried out by DHV Water on location at the wastewater
treatment plant at Beverwijk in the Netherlands. STOWA Report
Biological phosphorus (bio-P) removal has become a reliable and
well-understood process within wastewater treatment, despite being
one of the most complex processes in the activated sludge process.
Extended fundamental and full-scale research has been carried out
into the bio-P process and the state-of-the-art is described in
this report. A summarising historical overview gives insight into
the establishment of the appropriate microbiological and
biochemical basis of the process and the development of bio-P
configurations in practice. Aspects of the bio-P process that have
a direct influence on the efficiency of phosphorus removal are
subjected to an in-depth investigation. This report presents
guidelines for design and dimensioning in order to introduce and/or
optimise the bio-P process in practice. Twelve bio-P installations
are extensively described and the operational results and
experiences are related to existing bio-P knowledge and guidelines.
Based on a number of parameters, a comparison is made between the
described bio-P plants. A steady state model is verified with
extensive periods of practical experience of the plants. The bio-P
model, which is provided on CD-ROM (available for download here),
offers a reliable insight into the bio-P process, coupled with
sensitivity analyses regarding wastewater characteristics and
process parameters for the anaerobic volume and the P-ortho
concentration in the final effluent. The report ends with a
systematic approach to the design of the bio-P process, based on
the background of the bio-P process itself, much practical
experience and the analysis of operational bio-P plants. Also
presented is a systematic approach to tackle operational aspects of
the bio-P process in order to generate an acceptable low P effluent
concentration. This optimisation of the bio-P process operation is
supported by a decision diagram. Biological Phosphorus Removal will
be an invaluable source of information for all those concerned with
wastewater treatment, including plant managers, process designers,
consultants and researchers.
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