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Nutrient removal performance of an anaerobic–anoxic–aerobic process as a function of influent C/P ratio
Author(s) -
Ma Yong,
Peng Yongzhen,
Wang Xiaolian,
Wang Shuying
Publication year - 2005
Publication title -
journal of chemical technology and biotechnology
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.64
H-Index - 117
eISSN - 1097-4660
pISSN - 0268-2575
DOI - 10.1002/jctb.1291
Subject(s) - anoxic waters , effluent , chemical oxygen demand , phosphorus , anaerobic exercise , chemistry , wastewater , nutrient , nitrogen , activated sludge , zoology , environmental engineering , pulp and paper industry , environmental chemistry , biology , environmental science , organic chemistry , physiology , engineering
The laboratory scale anaerobic–anoxic–aerobic (A 2 O) process fed with synthetic brewage wastewater was designed to investigate the effects of changing feed C/P ratio on the performance of biological nutrient removal (BNR) processes. In the experiment, the influent chemical oxygen demand (COD) concentration was kept at approximately 300 mg L −1 while the total phosphorus concentration was varied to obtain the desired C/P ratio. Results showed that when the C/P ratio was lower than 32, phosphorus removal efficiency increased as C/P ratio increased linearly, while when the C/P ratio was higher than 32, the P removal efficiency was maintained at 90–98%, and effluent P concentration was lower than 0.5 mg L −1 . However, regardless of the C/P ratio, excellent COD removal (90% or higher) and good total nitrogen removal (75–84%) were maintained throughout the experiments. It was also found that very good linear correlation was obtained between COD uptake per unit P released in the anaerobic zone and C/P ratio. In addition, the P content in the wasted activated sludge increased with the decrease in the C/P ratio. Based on the results, it was recommended that the wastewater C/P ratio and its effects be incorporated into BNR design and operational procedures, appropriate C/P ratios were used to achieve the effluent treatment goals. Copyright © 2005 Society of Chemical Industry