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othEr AEroBIc tEchnologIES .1 Aerobic granules.1 Aerobic granules

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aerobic bioreactors for sewage treatment

4.6 othEr AEroBIc tEchnologIES .1 Aerobic granules.1 Aerobic granules

The development of the Aerobic Granules technology Nerada® developed by Royal Haskoning DHV is another novel aerobic biological process which similar to Anaerobic Ammonia Oxidation and Shortcut Nitrogen Removal systems encourages the growth of the desired biomass through the effective control of the environmental growth conditions. Several full scale installations currently exist and these are showing that along with the improved process outcomes there is a significant energy saving achieved through the implementation of the Aerobic Granule technology. In Epe, Netherlands, the overall energy requirement for the wastewater treatment plant was reduced by 35% after the installation of the Nerada® process and while at Frielas, Portugal, the specific air requirement (m3 air/kg CODremoved day) is 60% of the parallel Conventional Activated Sludge system. (Giesen & Thompson, 2013).

4.7 concluSIonS

Aerobic biological treatment has formed the corner stone of sewage treatment for the past 100 years and is likely to continue to form a major part of the sewage treatment plant of the future. Aerobic biological treatment produces clean water suitable for discharge to surface waters or further processing into usable water cheaply and efficiently without the use of chemicals or the production of more concentrated streams. Despite being an economical process the delivery of oxygen to the bacteria is still energy intensive and very inefficient, thereby presenting the opportunity for innovative aerobic biological processes which treat the sewage more efficiently and economically using less energy. Over the past 10 years several processes have been developed and are beginning to be seen at full scale sewage treatment plants. While these innovative processes reduce operation cost the overall impact on the capital cost on a new build or a upgrade site has yet determined.

4.8 rEFErEncES

Adams N., Hong Y., Ireland J., Koops G. H., Côté P. (2014). An Innovative Membrane-Aerated Biofilm Reactor (MABR) for Low Energy Treatment of Municipal Sewage.

Conference Proceedings Singapore International Water Week, Singapore.

Akerman A. (2005). Feasibility of nitrate-shunt (nitritation) on landfill leachate. Tesis Maestría. Lunds Tekniska Universitet. Departament of Water and Environmental Engineering. Suecia. 79 pp.

Biogill Technical and Specification Guide. http://www.biogill.com/downloads.

Chun Liu, Hiroshi Tanaka, Jin Ma, Lei Zhang, Jing Zhang, Xia Huang and Yoshiaki Matsuzawa. (2012). Effect of microbubble and its generation process on mixed liquor

Innovative energy efficient aerobic bioreactors 69

properties of activated sludge using shirasu porous glass (SPG) membrane system.

Water Research, 46(18), 6051–6058.

Chun Liu, Hiroshi Tanaka, Jing Zhang, Lei Zhang, Jingliang Yang, Xia Huang and Nobuhiko Kubota. (2013). Successful application of shirasu porous glass (SPG) membrane system for microbubble aeration in a biofilm reactor treating synthetic wastewater. Separation and Purification Technology, 103, 53–59.

Ciudad, G., Werner, A., Bornhardt, C., Munoz, C., Antileo, C. (2006). Differential kinetics of ammonia- and nitrite-oxidizing bacteria: a simple kinetic study based on oxygen affinity and proton release during nitrification. Process Biochemistry, 41, 1764–1772.

Diffusair (2014). Diffusaire, Available at: www.diffusaire.com.

Emefcy-BioEnergy Systems (2014). SABRE-Spiral Aerobic Biofilm Reactor-EMEFCY Available at: http://www.emefcy.com/product.php?ID=47 (accessed 15 September 2014).

Energy Efficiency in the Water Industry: A Compendium of Best Practices and Case Studies UKWIR Report REF No 10/CL/11/13.

Eoin Casey, Eoin Syron, John Shanahan and Michael J. Semmens (2008). Comparative economic analysis of full scale MABR configurations. IWA North American Membrane Research Conference.

Giesen and Thompson (2013). Aerobic Granular Biomass for Cost-Effective, Energy Efficient and Sustainable Wastewater Treatment. 7th European Waste Water Management Conference.

Haney P. D. (1954). Theoretical principles of aeration. Journal American Water Works Association, 46(4), 353–376. (accessed 15 September 2014)

Ibrahim Gar Al-Almrashed, Ahmed El-Morsy, Mohamed Ayoub (2013). A new approach for upgrading of sewage treatment plants to accommodate excess organic and hydraulic loads. Journal of Water Sustainability, 3(3), 153–163, University of Technology Sydney & Xi’an University of Architecture and Technology.

Issy Caffoor (2008). Environmental Knowledge Transfer Network, Business Case 3: Energy EfficientWater and Wastewater Treatment – A Priority Technology for the UK.

Kadar Y. and Siboni G. (2006). Optimization of Energy Economy in the Design and Operation of Wastewater Treatment Plants, Mekorot Water Company, Ltd. and DHV-MED, Ltd. Tel-Aviv, Israel, 17th Congress of world energy congress, Houston, Texas.

Koichi Terasakan, Ai Hirabayashi, Takanori Nishino, Satoko Fujiokaa, Daisuke Kobayashi (2011). Development of microbubble aerator for waste water treatment using aerobic activated sludge. Chemical Engineering Science, 66, 3172–3179.

Leon Downing and Robert Nerenberg (2008). Total nitrogen removal in a hybrid, membrane-aerated activated sludge process. Water Research, 42(14), 3697–3708.

Lucas Seghezzo, Grietje Zeeman, Jules B. and van Lier H. V. M. (1998). Hamelers, GatzeLettinga, a review: the anaerobic treatment of sewage in UASB and EGSB reactors. Bioresource Technology, 65(3), 175–190.

Marco R. Menendez P. E., Black and Veatch (2010). How we use Energy at Wastewater Plants...and How We Can Use Less. Annual Conference Technical Papers – NC AWWA-WEA.

Martin K. J. and Nerenberg R. (2012). The membrane biofilm reactor (MBfR) for water and wastewater treatment: principles, applications, and recent developments. Bioresource Technology, 122, 83–94.

Ronen Itzhak Shechter, Lior Eshed, Eytan Baruch Levy, Tamar Ashlagi Amiri. Diffusion aeration for water and wastewater treatment. US 20120273414 A1, EMEFCY.

Rosso D. and Tenstrom M. K. (2007). Energy-saving benefits of denitrification.

Environmental Engineering, 43(3), 29–38.

Ruiken C. J., Breuer G., Klaversma E., Santiago T. and van Loosdrecht M. C. M. (2013).

Sieving wastewater – cellulose recovery, economic and energy evaluation. Water Research, 47(1), 43–48.

Sanox OY Ltd (2014). OxTube: Available at: http://www.sansox.fi/oxtube.html (accessed 15 September 2014).

Semmens M. J. (2005). Membrane Technology: Pilot Studies of Membrane-Aerated Bioreactors. Water Environment Research Foundation Report, Treatment Processes, Final Report, 2005.

Shanahan J. W. and Semmens M. J. (2006). Influence of a nitrifying biofilm on local oxygen fluxes across a micro-porous flat sheet membrane. Journal Of Membrane Science, 277(1–2), 65–74.

Sorubin (2014). Sorubin, Available at: http://www.sorubin.se/index.php?lang=en&tab=4&

document=16 (accessed 15 September 2014).

Stricker A.-E., Lossing H., Gibson J. H., Hong Y. and Urbanic J. C. (2011). Pilot scale testing of a new configuration of the membrane aerated biofilm reactor (MABR) to treat high-strength industrial sewage. Water Environment Research, 83(1), 3–14.

Syron E. and Casey E. (2008). Membrane-aerated biofilms for high rate biotreatment performance appraisal, engineering principles and development requirements.

Environmental Science & Technology, 42(6), 1833–1844.

Syron E., Vale P. and Casey E. (2014). Where did the Bubbles go? How to Reduce the Energy Requirements for Municipal Wastewater Treatment. (Conference proceedings) IWA LET, Abu Dhabi.

Timberlake D. L., Strand S. E. and Williamson K. J. (1988). Combined aerobic heterotrophic oxidation, nitrification and denitrification in a permeable-support biofilm. Water Research, 22(12), 1513–1517.

Voss M. A. (1994). Membrane Gas Transfer: Practical Applications. MS Thesis, University of Minnesota, MN.

Yousfan and Shechter (2011). Device and Method for Dissolving Gas into a Liquid. US Patent application US 2011/0309034 A1.

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