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Energy and nutrient recovery for municipal wastewater treatment: How to design a feasible plant layout?
Affiliation:1. Wetsus, European Centre of Excellence for Sustainable Water Technology, P.O.Box 113, 8900CC Leeuwarden, The Netherlands;2. Biomass Refinery and Process Dynamics, Wageningen University, P.O.Box 17, 6700AA Wageningen, The Netherlands;3. Sub-department of Environmental Technology, Wageningen University, P.O.Box 8129, 6700EV Wageningen, The Netherlands;1. Advanced Environmental Biotechnology Centre, Nanyang Environment & Water Research Institute, Nanyang Technological University, 1 Cleantech Loop, Singapore, 637141, Singapore;2. Interdisciplinary Graduate School, Nanyang Technological University, 50 Nanyang Avenue, 639798, Singapore;3. School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore, 639798, Singapore;1. Department of Biotechnology, Faculty of Applied Sciences, Delft University of Technology, Julianalaan 67, 2628 BC Delft, The Netherlands;2. Waterschap Hollandse Delta (WHD), Handelsweg 100, 2988 DC Ridderkerk, The Netherlands;1. Research Group ENVOC, Ghent University, Coupure Links 653, 9000 Gent, Belgium;2. Laboratory of Microbial Ecology and Technology (LabMET), Ghent University, Coupure Links 653, 9000 Ghent, Belgium;3. Department of Earth and Environmental Engineering, Columbia University, New York 10027, USA;4. University of Natural Resources and Life Sciences Vienna, Muthgasse 18, 1190 Vienna, Austria;5. Laboratory of Applied Physical Chemistry (ISOFYS), Ghent University, Coupure Links 653, 9000 Gent, Belgium;6. ARAconsult, Unterbergerstr. 1, A-6020 Innsbruck, Austria
Abstract:Activated sludge systems are commonly used for robust and efficient treatment of municipal wastewater. However, these systems cannot achieve their maximum potential to recover valuable resources from wastewater. This study demonstrates a procedure to design a feasible novel configuration for maximizing energy and nutrient recovery. A simulation model was developed based on literature data and recent experimental research using steady-state energy and mass balances with conversions. The analysis showed that in the Netherlands, proposed configuration consists of four technologies: bioflocculation, cold partial nitritation/Anammox, P recovery, and anaerobic digestion. Results indicate the possibility to increase net energy yield up to 0.24 kWh/m3 of wastewater, while reducing carbon emissions by 35%. Moreover, sensitivity analysis points out the dominant influence of wastewater organic matter on energy production and consumption. This study provides a good starting point for the design of promising layouts that will improve sustainability of municipal wastewater management in the future.
Keywords:Municipal wastewater treatment  Wastewater management  Energy recovery  Nutrients recovery  Configuration analysis
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