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作 者:周圆 王燕[1,2] 郑凯凯 王硕[1,3,4] 李激 ZHOU Yuan;WANG Yan;ZHENG Kaikai;WANG Shuo;LI Ji(School of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China;Wuxi Puhui Environmental Protection Technology Co.,Ltd.,Wuxi 214028;Jiangsu Key Laboratory of Anaerobic-Biotechnology,Wuxi 214122,China;Water Treatment Technology and Technology in Jiangsu Province Materials Collaborative Innovation Center,Suzhou 215009,China)
机构地区:[1]江南大学环境与土木工程学院,江苏无锡214122 [2]无锡普汇环保科技有限公司,江苏无锡214028 [3]江苏省厌氧生物技术重点实验室,江苏无锡214122 [4]江苏省高校水处理技术与材料协同创新中心,江苏苏州215009
出 处:《水处理技术》2021年第2期126-129,共4页Technology of Water Treatment
基 金:城市污水能源资源开发及氮磷深度控制技术的集成研究与综合示范(2015ZX07306001)。
摘 要:通过采用全流程分析方法,总结了太湖流域某市政污水处理厂TN指标针对新一轮提标改造的达标难点,研究了反硝化滤池小试实验的启动与碳源投加的最佳C/N比。结果表明,低C/N比进水及内回流不足限制了脱氮效率的进一步提高;通过实际污水处理厂二级出水进行反硝化滤池的小试实验研究,发现反硝化滤池启动4天后挂膜成功,在外加碳源C/N比为2条件下,出水NO_(3)^(-)-浓度可降至3 mg/L以下,且不会导致出水COD浓度升高,所得结果比其他文献报道的碳氮比偏低,为未来高标准TN排放污水处理厂的运行管理提供基础数据。The whole process analysis method is applied to summarize the difficulty of meeting the TN index of a municipal sewage treatment plant in the Taihu Lake Basin for the new round of standardization and figure out the best C/N of the start-up of the denitrification filter pilot test and the proboble carbon source.The result shows that the low C/N of the influent and the insufficient internal reflux limit the further improvement of the denitrification efficiency;The small test of the denitrification filter was carried out through the secondary effluent from the actual sewage treatment plant.It was found that the membrane was successfully sprayed 4 days after the start of the denitrification filter.Under the condition of the C/N ratio of the carbon source being 2,the effluent NO_(3)^(-)- concentration It can be reduced to below 3 mg/L,and will not cause the effluent COD concentration to rise.The results obtained are lower than the carbon-nitrogen ratio reported in other literatures,which provides basic data for the operation management of high-standard TN wastewater treatment plants in the future.
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