Abstract
It is widely known that the purpose of constructing and commissioning municipal wastewater treatment plants (WWTPs) is to reduce the pollution and eutrophication of receiving waters caused by wastewater discharge. The recent rapid growth of the world population and increasingly stringent demand for water quality have become new driving forces in the research and development of new municipal wastewater treatment processes and the upgrade and reconstruction of existing processes.
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References
Bagley, D. M., & Brodkorb, T. S. (1999). Modeling microbial kinetics in an anaerobic sequencing batch reactor—Model development and experimental validation. Water Environment Research, 71(7), 1320–1332.
Barker, P. S., & Dold, P. L. (1997a). General model for biological nutrient removal activated-sludge systems: Model application. Water Environment Research, 69(5), 985–991.
Barker, P. S., & Dold, P. L. (1997b). General model for biological nutrient removal activated-sludge systems: Model presentation. Water Environment Research, 69(5), 969–984.
Costello, D. J., Greenfield, P. F., & Lee, P. L. (1991). Dynamic modeling of a single-stage high-rate anaerobic reactor. 1. Model derivation. Water Research, 25(7), 847–858.
Doka, G. (2003) Life cycle inventories of waste treatment services (Ecoinvent Report No. 13). Dubendorf: Swiss Centre for Life Inventories.
Dold, P. L., Ekama, G. A., & Marais, G. R. (1980). The activated sludge process. 1. A General Model For The Activated Sludge Process. Progress in Water Technology, 12(6), 47–77.
Eldyasti, A., Nakhla, G., & Zhu, J. (2012). Development of a calibration protocol and identification of the most sensitive parameters for the particulate biofilm models used in biological wastewater treatment. Bioresource Technology, 111, 111–121.
Envirosim. (2007) BioWin process simulator. Envirosim Associates Ltd.
Foley, J., de Haas, D., Hartley, K., & Lant, P. (2010a). Comprehensive life cycle inventories of alternative wastewater treatment systems. Water Research, 44(5), 1654–1666.
Foley, J., de Haas, D., Yuan, Z. G., & Lant, P. (2010b). Nitrous oxide generation in full-scale biological nutrient removal wastewater treatment plants. Water Research, 44(3), 831–844.
Guinee, J. B. (2002). Handbook on life cycle assessment: Operational guide to the ISO standards. Springer.
Hafez, H., Naggar, M. H. E., & Nakhla, G. (2010). Steady-state and dynamic modeling of biohydrogen production in an integrated biohydrogen reactor clarifier system. International Journal of Hydrogen Energy, 35(13), 6634–6645.
Horne, R., Grant, T., & Verghese, K. (2009). Life cycle assessment: principles, practice and prospects. VIC, Australia: CSIRO Publishing.
IPCC. (1997) Reference manual: Intergovenmental panel on climate change.
IPCC. (2001). Climate change 2001: The scientific basis. Cambridge: Cambridge University Press.
IPCC. (2006a). IPCC guidelines for national greenhouse gas inventories. In National greenhouse gas inventories programme.
IPCC. (2006b). Wastewater treatment and discharge. H. S. Eggleston, L. Buendia, K. Miwa, T. Ngara, & K. Tanabe (Eds.), The national greenhouse gas inventories programme. Japan.
Jones, R., Parker, W., Zhu, H., Houweling, D., & Murthy, S. (2009). Predicting the degradability of waste activated sludge. Water Environment Research, 81(8), 765–771.
Kang, X. S., Liu, C. Q., Zhang, B., Bi, X. J., Zhang, F., & Cheng, L. H. (2011). Application of reversed A(2)/O process on removing nitrogen and phosphorus from municipal wastewater in China. Water Science and Technology, 63(10), 2138–2142.
Liu, W. J., Hu, Z. R., Walker, R. L., & Dold, P. L. (2011). Enhanced nutrient removal MBR system with chemical addition for low effluent TP. Water Science and Technology, 64(6), 1298–1306.
Liwarska-Bizukojc, E., & Biernacki, R. (2010). Identification of the most sensitive parameters in the activated sludge model implemented in BioWin software. Bioresource Technology, 101(19), 7278–7285.
Liwarska-Bizukojc, E., Olejnik, D., Biernacki, R., & Ledakowicz, S. (2011). Calibration of a complex activated sludge model for the full-scale wastewater treatment plant. Bioprocess and Biosystems Engineering, 34(6), 659–670.
Lundie, S., Peters, G. M., & Beavis, P. C. (2004). Life Cycle Assessment for sustainable metropolitan water systems planning. Environmental Science and Technology, 38(13), 3465–3473.
Makinia, J. (2010). Mathematical modelling and computer simulation of activated sludge systems. IWA Publishing.
Masse, D. I., & Droste, R. L. (2000). Comprehensive model of anaerobic digestion of swine manure slurry in a sequencing batch reactor. Water Research, 34(12), 3087–3106.
McKinney, R. E. (1960). Complete mixing activated sludge. Water and Sewage Works, 107(2), 69.
Metcalf, I., & Eddy, H. (2003). Wastewater engineering: Treatment and reuse. New York: McGraw-Hill.
Mosey, F. E. (1983). Mathematical-modeling of the anaerobic-digestion process—Regulatory mechanisms for the formation of short-chain volatile acids from glucose. Water Science and Technology, 15(8–9), 209–232.
Mulkerrins, D., Jordan, C., McMahon, S., & Colleran, E. (2000). Evaluation of the parameters affecting nitrogen and phosphorus removal in anaerobic/anoxic/oxic (A/A/O) biological nutrient removal systems. Journal of Chemical Technology and Biotechnology, 75(4), 261–268.
Pasztor, I., Thury, P., & Pulai, J. (2009). Chemical oxygen demand fractions of municipal wastewater for modeling of wastewater treatment. International Journal of Environmental Science and Technology, 6(1), 51–56.
Shaw, A., Kadava, A., & Tarallo, S. (2011). Refinement of Life Cycle Assessment (LCA) methods for water and wastewater treatment plant design. Amsterdam: IWA publisher.
Tillman, A.-M., Svingby, M., & Lundström, H. (1998). Life cycle assessment of municipal waste water systems. International Journal of Life Cycle Assessment, 3(3), 145–157.
Wang, X., Liu, J. X., Ren, N. Q., & Duan, Z. S. (2012). Environmental profile of typical anaerobic/anoxic/oxic wastewater treatment systems meeting increasingly stringent treatment standards from a life cycle perspective. Bioresource Technology, 126, 31–40.
Wang, J. H., Zhang, J., Xie, H. J., Qi, P. Y., Ren, Y. G., & Hu, Z. (2011). Methane emissions from a full-scale A/A/O wastewater treatment plant. Bioresource Technology, 102(9), 5479–5485.
Zeng, W., Li, L., Yang, Y. Y., Wang, S. Y., & Peng, Y. Z. (2010). Nitritation and denitritation of domestic wastewater using a continuous anaerobic-anoxic-aerobic (A(2)O) process at ambient temperatures. Bioresource Technology, 101(21), 8074–8082.
Zhou, Z., Wu, Z. C., Wang, Z. W., Tang, S. J., Gu, G. W., Wang, L. C., et al. (2011). Simulation and performance evaluation of the anoxic/anaerobic/aerobic process for biological nutrient removal. Korean Journal of Chemical Engineering, 28(5), 1233–1240.
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Wang, X. (2020). Life Cycle Inventory Analysis of Typical Wastewater Treatment Chains. In: Energy Consumption, Chemical Use and Carbon Footprints of Wastewater Treatment Alternatives. Springer Theses. Springer, Singapore. https://doi.org/10.1007/978-981-13-5983-5_3
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DOI: https://doi.org/10.1007/978-981-13-5983-5_3
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