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Literature

Just some of the relevant literature published during the last few years in this field is summarised in this section.

 

Ahn, J.H., Kim, S., Park, H., Rahm, B., Pagilla, K., Chandran, K. (2010).  N2O Emissions from Activated Sludge Processes, 2008a-2009: Results of a National Monitoring Survey in the United States. Environ. Sci. Technol.,44 (12), 4505-11.

 

Chandran, K., Stein, L., Klotz, M., van Loosdrecht, M. (2011)  Nitrous Oxide Production by Lithotrophic Ammonia-Oxidizing Bacteria and Implications for Engineered Nitrogen-Removal Systems.  Biochemical Society Transactions, 39, 1832–1837.

 

Corominas L., Flores-Alsina X., Snip L. and Vanrolleghem P.A. (2012 ). Comparison of Different Modelling Approaches to Better Understand Greenhouse Gas Emissions from Wastewater Treatment Plants. Biotechnol. Bioeng., 109 (11), 2855-2863.

 

Flores Alsina, X., Arnell, M., Amerlinck, Y., Corominas, L., Gernaey, K., Guo, L., Lindblom, E., Nopens, I., Porro, J.,Shaw, A., Snip, L., Vanrolleghem, P. and Jeppsson, U. (2014). Balancing effluent quality, economic cost and greenhouse gas emissions during the evaluation of (plant-wide) control/operational strategies in WWTPs. Sci. Total Environ., 466-467, 616-624.

 

Foley, J., de Haas, D., Yuan, Z., Lant, P. (2010). Nitrous Oxide Generation in Full-Scale Biological Nutrient Removal Wastewatertreatment Plants. Water Res., 44, 831-844.

 

Global Water Research Coalition (2011). N2O and CH4 Emission from Wastewater Collection and Treatment Systems State of the Science Report: Report of the GWRC Research Strategy Workshop, Montreal, Canada, September 2010, Report 29.

 

Guo L., Porro, J., Sharma, K., Amerlinck, A., Benedetti, L., Nopens, I., Shaw, A., Van Hulle, S.W.H., Yuan, Z., and Vanrolleghem, P.A. (2012). Towards a benchmarking tool for minimizing wastewater utility greenhouse gas footprints. Water Sci. Technol., 66(11), 2483 – 2495.

 

Guo L. and Vanrolleghem P.A. (2013). Calibration and Validation of an Activated Sludge Model for Greenhouse Gases No. 1 (ASMG1): Prediction of Temperature-Dependent N2O Emission Dynamics. Bioprocess Biosyst. Eng., DOI 10.1007/s00449-013-0978-3.

 

Houweling, D., Dold, P., Wunderlin, P., Joss, A., Siegrist, H. (2011). N2O Emissions: Impact of Process Configuration and Diurnal Loading Patterns.In: Proceedings of IWA/WEF Nutrient Recovery and Management 2011 Conference, Miami, FL (USA), 9-12 January 2011.

 

Kampschreur, M.J.; Temmink, H.; Kleerebezem, R.; Jetten, M.S.M.; van Loosdrecht, M.C.M. (2009). Nitrous Oxide Emission During Wastewater Treatment. Water Res., 43(17), 4093-4103.

 

Law, Y., Ni, B. J., Lant, P., Yuan, Z. (2012). Nitrous oxide (N2O) production by an enriched culture of ammonia oxidizing bacteria depends on its ammonia oxidation rate. Water Res., 46 (10) 3409-3419.

 

Mampaey K.E., Beuckels B, Kampschreur M.J., Kleerebezem R, van Loosdrecht M.C.M. and Volcke E.I.P. (2013).Modelling nitrous and nitric oxide emissions by autotrophic ammonia-oxidizing bacteria. Environ. Technol., 34(12), 1555-1566.

 

Ni, B.J.,Ruscalleda, M., Pellicer-Nacher, C., Smets, B.F. (2011). Modeling Nitrous Oxide Production During Biological Nitrogen Removal via Nitrification and Denitrification: Extensions to the Genreal ASM Models. Environ. Sci. Technol., 45, 7768–7776.

 

Ni, B.J., Yuan, Z., Chandran, K., Vanrolleghem, P.A., Murthy, S. (2012). Evaluating Mathematical Models for N2O Production by Ammonia-Oxidising Bacteria: Towards a Unified Model. In: Proceedings: 3rd IWA/WEF Wastewater Treatment Modelling Seminar, WWTmod 2012, Mont-Sainte-Anne, Quebec, Canada, 26-28 February 2012.

 

Ni, B.J.,Ye, L., Law, Y., Byers, C., Yuan, Z. (2013). Mathematical Modeling of Nitrous Oxide (N2O) Emissions from Full-Scale Wastewater Treatment Plants. Environ. Sci. Technol., 47(14), 7795–7803.

 

Porro J., Comas J., Rodriguez-Roda I., Pijuan M., Corominas L., Guo L., Daelman M., Volcke E.I.P., van Loosdrecht M.C.M., Vanrolleghem P.A., Nopens I. (2014). Risk assessment modelling of N2O production in activated sludge systems: Quality not Quantity. In: Proceedings of 4th IWA/WEF Wastewater Treatment Modelling Seminar (WWTmod2014), Spa 2014.

 

Yu, R., Kampschreur, M. J., Loosdrecht, M. C. M. V., Chandran, K. (2010). Mechanisms and Specific Directionality of Autotrophic Nitrous Oxide and Nitric Oxide Generation during Transient Anoxia. Environ. Sci. Technol., 44, 1313-1319.

Corominas L, Flores-Alsina X, Snip L, Vanrolleghem P.A. 2012. Comparison of different modelling approaches to better understand and minimize greenhouse gas emissions from wastewater treatment plants. Biotechnology & Bioengineering. In press. DOI: 10.1002/bit.24544.

Flores-Alsina X, Corominas Ll, Snip L, Vanrolleghem P.A. 2011. Including greenhouse gases emissions during benchmarking of wastewater treatment plant control strategies. Water Research 45(16), 4700-4710.

Guo L, Porro J, Sharma K, Amerlinck Y, Benedetti L, Nopens I, Shaw A, Van Hulle S, Yuan Z, Vanrolleghem P. 2012. Towards a benchmarking tool for minimizing wastewater utility greenhouse gas footprints. Water Science and Technology 66(11), 2483-2495.

Ahn, J.H., Kim, S., Park, H., Rahm, B., Pagilla, K., Chandran, K. (2010).N2O Emissions from Activated Sludge Processes, 2008a-2009: Results of a National Monitoring Survey in the United States. Environ. Sci. Technol.,44 (12), 4505-11.

Chandran, K., Stein, L., Klotz, M., van Loosdrecht, M. (2011)Nitrous Oxide Production by Lithotrophic Ammonia-Oxidizing Bacteria and Implications for Engineered Nitrogen-Removal Systems.Biochemical Society Transactions, 39, 1832–1837.

Corominas L., Flores-Alsina X., Snip L. and Vanrolleghem P.A. (2012 ). Comparison of Different Modelling Approaches to Better Understand Greenhouse Gas Emissions from Wastewater Treatment Plants. Biotechnol. Bioeng., 109 (11), 2855-2863.

Flores Alsina, X., Arnell, M., Amerlinck, Y., Corominas, L., Gernaey, K., Guo, L., Lindblom, E., Nopens, I., Porro, J.,Shaw, A., Snip, L., Vanrolleghem, P. and Jeppsson, U. (2014). Balancing effluent quality, economic cost and greenhouse gas emissions during the evaluation of (plant-wide) control/operational strategies in WWTPs. Sci. Total Environ., 466-467, 616-624.

Foley, J., de Haas, D., Yuan, Z., Lant, P. (2010). Nitrous Oxide Generation in Full-Scale Biological Nutrient Removal Wastewatertreatment Plants. Water Res., 44, 831-844.

Global Water Research Coalition (2011). N2O and CH4 Emission from Wastewater Collection and Treatment Systems State of the Science Report: Report of the GWRC Research Strategy Workshop, Montreal, Canada, September 2010, Report 29.

Guo L., Porro, J., Sharma, K., Amerlinck, A., Benedetti, L., Nopens, I., Shaw, A., Van Hulle, S.W.H., Yuan, Z., and Vanrolleghem, P.A. (2012). Towards a benchmarking tool for minimizing wastewater utility greenhouse gas footprints. Water Sci. Technol., 66(11), 2483 – 2495.

Guo L. and Vanrolleghem P.A. (2013). Calibration and Validation of an Activated Sludge Model for Greenhouse Gases No. 1 (ASMG1): Prediction of Temperature-Dependent N2O Emission Dynamics. Bioprocess Biosyst. Eng., DOI 10.1007/s00449-013-0978-3.

Houweling, D., Dold, P., Wunderlin, P., Joss, A., Siegrist, H. (2011). N2O Emissions: Impact of Process Configuration and Diurnal Loading Patterns.In: Proceedings of IWA/WEF Nutrient Recovery and Management 2011 Conference, Miami, FL (USA), 9-12 January 2011.

Kampschreur, M.J.; Temmink, H.; Kleerebezem, R.; Jetten, M.S.M.; van Loosdrecht, M.C.M. (2009). Nitrous Oxide Emission During Wastewater Treatment. Water Res., 43(17), 4093-4103.

Law, Y., Ni, B. J., Lant, P., Yuan, Z. (2012). Nitrous oxide (N2O) production by an enriched culture of ammonia oxidizing bacteria depends on its ammonia oxidation rate. Water Res., 46 (10) 3409-3419.

Mampaey K.E., Beuckels B, Kampschreur M.J., Kleerebezem R, van Loosdrecht M.C.M. and Volcke E.I.P. (2013).Modelling nitrous and nitric oxide emissions by autotrophic ammonia-oxidizing bacteria. Environ. Technol., 34(12), 1555-1566.

Ni, B.J.,Ruscalleda, M., Pellicer-Nacher, C., Smets, B.F. (2011). Modeling Nitrous Oxide Production During Biological Nitrogen Removal via Nitrification and Denitrification: Extensions to the Genreal ASM Models. Environ. Sci. Technol., 45, 7768–7776.

Ni, B.J., Yuan, Z., Chandran, K., Vanrolleghem, P.A., Murthy, S. (2012). Evaluating Mathematical Models for N2O Production by Ammonia-Oxidising Bacteria: Towards a Unified Model. In: Proceedings: 3rd IWA/WEF Wastewater Treatment Modelling Seminar, WWTmod 2012, Mont-Sainte-Anne, Quebec, Canada, 26-28 February 2012.

Ni, B.J.,Ye, L., Law, Y., Byers, C., Yuan, Z. (2013). Mathematical Modeling of Nitrous Oxide (N2O) Emissions from Full-Scale Wastewater Treatment Plants. Environ. Sci. Technol., 47(14), 7795–7803.

Yu, R., Kampschreur, M. J., Loosdrecht, M. C. M. V., Chandran, K. (2010). Mechanisms and Specific Directionality of Autotrophic Nitrous Oxide and Nitric Oxide Generation during Transient Anoxia. Environ. Sci. Technol., 44, 1313-1319.

 

Ahn, J.H., Kim, S., Park, H., Rahm, B., Pagilla, K., Chandran, K. (2010).N2O Emissions from Activated Sludge Processes, 2008a-2009: Results of a National Monitoring Survey in the United States. Environ. Sci. Technol.,44 (12), 4505-11.

Chandran, K., Stein, L., Klotz, M., van Loosdrecht, M. (2011)Nitrous Oxide Production by Lithotrophic Ammonia-Oxidizing Bacteria and Implications for Engineered Nitrogen-Removal Systems.Biochemical Society Transactions, 39, 1832–1837.

Corominas L., Flores-Alsina X., Snip L. and Vanrolleghem P.A. (2012 ). Comparison of Different Modelling Approaches to Better Understand Greenhouse Gas Emissions from Wastewater Treatment Plants. Biotechnol. Bioeng., 109 (11), 2855-2863.

Flores Alsina, X., Arnell, M., Amerlinck, Y., Corominas, L., Gernaey, K., Guo, L., Lindblom, E., Nopens, I., Porro, J.,Shaw, A., Snip, L., Vanrolleghem, P. and Jeppsson, U. (2014). Balancing effluent quality, economic cost and greenhouse gas emissions during the evaluation of (plant-wide) control/operational strategies in WWTPs. Sci. Total Environ., 466-467, 616-624.

Foley, J., de Haas, D., Yuan, Z., Lant, P. (2010). Nitrous Oxide Generation in Full-Scale Biological Nutrient Removal Wastewatertreatment Plants. Water Res., 44, 831-844.

Global Water Research Coalition (2011). N2O and CH4 Emission from Wastewater Collection and Treatment Systems State of the Science Report: Report of the GWRC Research Strategy Workshop, Montreal, Canada, September 2010, Report 29.

Guo L., Porro, J., Sharma, K., Amerlinck, A., Benedetti, L., Nopens, I., Shaw, A., Van Hulle, S.W.H., Yuan, Z., and Vanrolleghem, P.A. (2012). Towards a benchmarking tool for minimizing wastewater utility greenhouse gas footprints. Water Sci. Technol., 66(11), 2483 – 2495.

Guo L. and Vanrolleghem P.A. (2013). Calibration and Validation of an Activated Sludge Model for Greenhouse Gases No. 1 (ASMG1): Prediction of Temperature-Dependent N2O Emission Dynamics. Bioprocess Biosyst. Eng., DOI 10.1007/s00449-013-0978-3.

Houweling, D., Dold, P., Wunderlin, P., Joss, A., Siegrist, H. (2011). N2O Emissions: Impact of Process Configuration and Diurnal Loading Patterns.In: Proceedings of IWA/WEF Nutrient Recovery and Management 2011 Conference, Miami, FL (USA), 9-12 January 2011.

Kampschreur, M.J.; Temmink, H.; Kleerebezem, R.; Jetten, M.S.M.; van Loosdrecht, M.C.M. (2009). Nitrous Oxide Emission During Wastewater Treatment. Water Res., 43(17), 4093-4103.

Law, Y., Ni, B. J., Lant, P., Yuan, Z. (2012). Nitrous oxide (N2O) production by an enriched culture of ammonia oxidizing bacteria depends on its ammonia oxidation rate. Water Res., 46 (10) 3409-3419.

Mampaey K.E., Beuckels B, Kampschreur M.J., Kleerebezem R, van Loosdrecht M.C.M. and Volcke E.I.P. (2013).Modelling nitrous and nitric oxide emissions by autotrophic ammonia-oxidizing bacteria. Environ. Technol., 34(12), 1555-1566.

Ni, B.J.,Ruscalleda, M., Pellicer-Nacher, C., Smets, B.F. (2011). Modeling Nitrous Oxide Production During Biological Nitrogen Removal via Nitrification and Denitrification: Extensions to the Genreal ASM Models. Environ. Sci. Technol., 45, 7768–7776.

Ni, B.J., Yuan, Z., Chandran, K., Vanrolleghem, P.A., Murthy, S. (2012). Evaluating Mathematical Models for N2O Production by Ammonia-Oxidising Bacteria: Towards a Unified Model. In: Proceedings: 3rd IWA/WEF Wastewater Treatment Modelling Seminar, WWTmod 2012, Mont-Sainte-Anne, Quebec, Canada, 26-28 February 2012.

Ni, B.J.,Ye, L., Law, Y., Byers, C., Yuan, Z. (2013). Mathematical Modeling of Nitrous Oxide (N2O) Emissions from Full-Scale Wastewater Treatment Plants. Environ. Sci. Technol., 47(14), 7795–7803.

Porro J., Comas J., Rodriguez-Roda I., Pijuan M., Corominas L., Guo L., Daelman M., Volcke E.I.P., van Loosdrecht M.C.M., Vanrolleghem P.A., Nopens I. (2014). Risk assessment modelling of N2O production in activated sludge systems: Quality not Quantity. In: Proceedings of 4th IWA/WEF Wastewater Treatment Modelling Seminar (WWTmod2014), Spa 2014.

Yu, R., Kampschreur, M. J., Loosdrecht, M. C. M. V., Chandran, K. (2010). Mechanisms and Specific Directionality of Autotrophic Nitrous Oxide and Nitric Oxide Generation during Transient Anoxia. Environ. Sci. Technol., 44, 1313-1319.

 



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