Supported by the Major Science and Technology Program forWater Pollution Control and Treatment-Crucial Technology Research and Engineering Sample Subject on Municipal Wastewater Treatment Process Updated to Higher Drainage Standard (2008ZX07317-02) belonging to Wuhan Water Pollution Control and the Water Environment Administer Technology and Synthetic Sample Project in Cities and Towns (2008ZX07317).
A pilot-scale modified carbon source division anaerobic anoxic oxic (AAO) process with pre-concentration of returned activated sludge (RAS) was proposed in this study for the enhanced biological nutrient removal (BNR) of municipal wastewater with limited carbon source. The influent carbon source was fed in step while a novel RAS pre-concentration tank was adopted to improve BNR efficiency
and the effects of an influent carbon source distribution ratio and a RAS pre-concentration ratiowere investigated. The results showthat the removal efficiency of TN is mainly influenced by the carbon source distribution ratio while the TP removal relies on the RAS pre-concentration ratio. The optimum carbon source distribution ratio and RAS pre-concentration ratio are 60% and 50%
respectively
with an inner recycling ratio of 100% under the optimum steady operation of pilot test
reaching an average effluent TN concentration of 9.8 mg·L
-1
with a removal efficiency of 63% and an average TP removal efficiency of 94%. The mechanism of nutrient removal is discussed and the kinetics is analyzed. The results reveal that the optimal carbon source distribution ratio provides sufficient denitrifying
carbon source to each anoxic phase
reducing nitrate accumulation while the RAS pre-concentration ratio improves the condition of anaerobic zone to ensure the phosphorus release due to less nitrate in the returned sludge. Therefore
nitrifying bacteria
denitrifying bacteria and phosphorus accumulation organisms play an important role under the optimum condition
enhancing the performance of nutrient removal in this test.
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Biological Nutrient Removal in a Full Scale Anoxic/Anaerobic/Aerobic/Pre-anoxic-MBR Plant for Low C/N Ratio Municipal Wastewater Treatment
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相关作者
胡香
谢丽
SHIM Hojae
张善发
杨殿海
相关机构
2 Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Taipa, Macau SAR
3 Shanghai Urban Construction Design and Research Institute