Climate change impacts on activated sludge wastewater treatment: a case study from Norway.

We present an investigation on climate change effects on a wastewater treatment system that receive sewage collected in a combined sewer system in Oslo, Norway, during winter operation. Results obtained, by contrasting meteorological data with sewage data, show that wastewater treatment plant (WWTP) influent flow rates are significantly increased during temporary snow melting periods above a critical daily air mean temperature of approx. -1.5 degrees C degree (T(Crit)) identified in the area. In order to assess melting patterns, the number of days above and below T(Crit) was assessed, and the annual number of melting periods was additionally evaluated using meteorological data obtained in the last decade. A striking thing about the daily air temperature pattern is that, despite the progressively warmer winter temperatures in the last decade, an increasing number of days with temperatures below -1.5 degrees C could be observed. The frequency of melting periods is shown to increase in wintertime, and it is identified as an additional climate change related factor in the Oslo region. We demonstrate that these impacts can deteriorate the WWTP operation through progressively increasing the relative frequencies of very high influent flow rate and of the very low influent sewage temperature. Such climate change related effects on sewage treatment processes can be characterised as shock-conditions, i.e. significant changes in a system's boundary conditions, occurring in a relatively short period of time. In the six year period examined, biological nitrogen removal and secondary clarification processes are shown to be significantly affected by the climate factors. A striking thing about using the state-of-the-art mathematical models of wastewater treatment processes in decision support systems is their inability of describing, and thus predicting the effects of such shock-loading events, as they have not been studied so far. Adaptation and optimisation of process models, also for use in design, optimisation as well as in real-time automation and process control schemes, are thus critical to meet the challenges of climatic changes in the future.

[1]  K. Arnbjerg-Nielsen Significant climate change of extreme rainfall in Denmark. , 2006, Water science and technology : a journal of the International Association on Water Pollution Research.

[2]  J. Sallanko,et al.  Wastewater Temperature Decrease in Pressure Sewers , 2008, Water environment research : a research publication of the Water Environment Federation.

[3]  Margaritis Kostoglou,et al.  The effect of influent temperature variations in a sedimentation tank for potable water treatment--a computational fluid dynamics study. , 2008, Water research.

[4]  B. Plósz Optimization of the activated sludge anoxic reactor configuration as a means to control nutrient removal kinetically. , 2007, Water research.

[5]  D. S. Parker,et al.  REVIEW OF FOLKLORE IN DESIGN AND OPERATION OF SECONDARY CLARIFIERS , 2001 .

[6]  Peter Steen Mikkelsen,et al.  Selection of regional historical rainfall time series as input to urban drainage simulations at ungauged locations , 2005 .

[7]  J. Oleszkiewicz,et al.  Effect of Cold‐Temperature Shock on Nitrification , 2007, Water environment research : a research publication of the Water Environment Federation.

[8]  R M Ashley,et al.  Sewer system design moving into the 21st century--a UK perspective. , 2007, Water science and technology : a journal of the International Association on Water Pollution Research.

[9]  Annette Semadeni-Davies,et al.  Urban Water Management vs. Climate Change: Impacts on Cold Region Waste Water Inflows , 2004 .

[10]  A. Semadeni-Davies,et al.  The impacts of climate change and urbanisation on drainage in Helsingborg, Sweden: Combined sewer system , 2008 .

[11]  Małgorzata Komorowska-Kaufman,et al.  Factors affecting the biological nitrogen removal from wastewater , 2006 .

[12]  K. Keiding,et al.  Flocculation of activated sludge flocs by stimulation of the aerobic biological activity. , 2004, Water research.

[13]  Benedek Gy Plósz,et al.  One-dimensional modelling of the secondary clarifier-factors affecting simulation in the clarification zone and the assessment of the thickening flow dependence. , 2007, Water research.