Effect of heat recovery from raw wastewater on nitrification and nitrogen removal in activated sludge plants

• Published in: Water research (Oxford) 2005-11, Vol.39 (19), p.4725-4734
• Main Authors: Wanner, Oskar, Panagiotidis, Vassileios, Clavadetscher, Peter, Siegrist, Hansruedi
• Format: Article
• Language: English
• Subjects: Activated sludge; ammonium nitrogen; Applied sciences; Exact sciences and technology; extraction; Heat recovery; Hot Temperature; microbial growth; Modeling; Models, Biological; Nitrification; Nitrites - chemistry; Nitrites - metabolism; Nitrogen - isolation & purification; Nitrogen removal; Other industrial wastes. Sewage sludge; Pollution; prediction; Temperature; Time Factors; Waste Disposal, Fluid - methods; Wastes; Wastewater; wastewater treatment; water temperature; Water treatment and pollution
• ISSN: 0043-1354; 1879-2448
• DOI: 10.1016/j.watres.2005.09.026

By recovery of heat from the raw wastewater in the sewer system, the influent temperature of a wastewater treatment plant (WWTP) is reduced. This can have a negative effect on nitrification in the WWTP, since this process strongly depends on temperature. The analysis of the temperature regime in the WWTP of Zurich, Switzerland, revealed that in the cold season, the effluent temperature is about 0.7 °C higher than the influent temperature and that nitrification is not affected by a decrease of the influent wastewater temperature lasting for a couple of hours only, but is significantly affected by a longer lasting temperature decrease. Three diagrams were developed with a steady-state model, from which the consequences of a permanent temperature decrease on the nitrification safety factor, aerobic sludge retention time and total nitrogen removal can be evaluated. Using simulations with a dynamic model, calibrated for the Zurich WWTP, a quantitative relationship between the wastewater temperature and the ammonium effluent concentration was established. This relationship can, in combination with measured effluent concentrations of an existing WWTP, be used to predict the increase of the ammonium effluent concentration in this plant resulting from a permanent decrease of the wastewater influent temperature.