Cao Yeshi, Kwok Bee Hong, Yan Zhou, Yu Liu, He Jianzhong, Chua Seng Chye, Wah Yuen Long, Yahya Ghani. 新加坡最大回用水处理厂污水短程硝化厌氧氨氧化脱氮工艺[J]. 北京工业大学学报, 2015, 41(10): 1441-1454. DOI: 10.11936/bjutxb2014120074
    引用本文: Cao Yeshi, Kwok Bee Hong, Yan Zhou, Yu Liu, He Jianzhong, Chua Seng Chye, Wah Yuen Long, Yahya Ghani. 新加坡最大回用水处理厂污水短程硝化厌氧氨氧化脱氮工艺[J]. 北京工业大学学报, 2015, 41(10): 1441-1454. DOI: 10.11936/bjutxb2014120074
    Cao Yeshi, Kwok Bee Hong, Yan Zhou, Yu Liu, He Jianzhong, Chua Seng Chye, Wah Yuen Long, Yahya Ghani. Mainstream Partial Nitritation/Anammox Nitrogen Removal Process in the Largest Water Reclamation Plant in Singapore[J]. Journal of Beijing University of Technology, 2015, 41(10): 1441-1454. DOI: 10.11936/bjutxb2014120074
    Citation: Cao Yeshi, Kwok Bee Hong, Yan Zhou, Yu Liu, He Jianzhong, Chua Seng Chye, Wah Yuen Long, Yahya Ghani. Mainstream Partial Nitritation/Anammox Nitrogen Removal Process in the Largest Water Reclamation Plant in Singapore[J]. Journal of Beijing University of Technology, 2015, 41(10): 1441-1454. DOI: 10.11936/bjutxb2014120074

    新加坡最大回用水处理厂污水短程硝化厌氧氨氧化脱氮工艺

    Mainstream Partial Nitritation/Anammox Nitrogen Removal Process in the Largest Water Reclamation Plant in Singapore

    • 摘要: 总结了新加坡樟宜回用水处理厂4次采样的结果,该厂日处理城市污水80万t.在好氧区很好地实现了部分硝化和亚硝酸盐积累,其中好氧氨氧化率平均为72.2%,亚硝酸盐积累率平均为76.0%.在缺氧区氨氮和亚硝酸盐得到了同步去除(厌氧氨氧化).物料衡算结果表明:初沉池的出水总氮的37.5%是通过自养脱氮去除,27.1%是通过传统的硝化/反硝化脱氮去除,其余部分总氮则存在于活性污泥和出水中.微生物和动力学研究表明:短悬浮或游离的厌氧氨氧化菌可存在于污泥龄较短的污水处理系统.最后从出水氮质量浓度、pH、碱度、曝气能耗及反应器容积等方面,将樟宜回用水处理厂的分段进水活性污泥法工艺与新加坡其他3个回用水处理厂的MEL/LE工艺进行了对比分析.

       

      Abstract: This paper summarizes the results of four sampling programs in Changi Water Reclamation Plant(WRP) in Singapore,which has a treatment capacity of 800 000 m3/d of municipal wastewater.Partial nitritation(72.2% of percentage on average) and nitrite shunt(nitrite accumulation ratio,NAR of 76.0% on average) were well established in the aerobic zones.NH4+ removal coupled with NO2- reduction(Anammox process) was observed in the anoxic zones.Mass balance showed autotrophic nitrogen removal contributed to 37.5% removal of the total nitrogen in the primary effluent,while conventional denitritation/denitrification contributed to 27.1% removal,and the rest was in wasting sludge and final effluent.Microbial and kinetic studies supported the hypothesis that suspension/free cells of Anammox bacteria were able to be retained in such a short SRT process.The comparisons between the process in Changi WRP and the MLE/LE processes in other three WRPs in Singapore with respect to nitrogen concentrations,pH,and alkalinity of the effluent,aeration energy consumption and reactor volume were presented and discussed.

       

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