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生物吸附/MBR/硫铁自养反硝化组合工艺优化研究
引用本文:支尧,张光生,钱凯,李激,王硕.生物吸附/MBR/硫铁自养反硝化组合工艺优化研究[J].中国环境科学,2018,38(6):2097-2104.
作者姓名:支尧  张光生  钱凯  李激  王硕
作者单位:1. 江南大学环境与土木工程学院, 江苏 无锡 214122;2. 江苏省厌氧生物技术重点试验室, 江苏 无锡 214122;3. 江苏高校水处理技术与材料协同创新中心, 江苏 苏州 215009
基金项目:国家水体污染控制与治理科技重大专项(2015ZX07306001-05;2017ZX07202001-01)
摘    要:为了实现深度脱氮除磷效果,利用生物吸附/MBR/硫铁自养反硝化组合工艺进行优化研究,考察了不同HRT和硫铁体积比对系统脱氮除磷的影响.结果表明,MBR池和硫铁自养反硝化滤池的HRT分别在9h和3h条件下,污染物去除效果最佳,63%的COD在生物吸附段被去除,工艺系统平均出水COD、NH4+-N、NO3--N、TN浓度分别为18.9,0.36,0,3.3mg/L,实现了污染物的超低排放.硫铁反硝化滤池的硫铁体积比为3:1条件下,出水TP平均浓度为0.29mg/L;其中大部分NO3--N在滤池高度10~30cm处被去除,脱氮速率约为46.1gNO3--N/(m3·h).同时组合工艺在运行期间,采用间歇抽吸方式和较高曝气量能有效减缓膜污染进程.

关 键 词:生物吸附  膜污染  硫自养反硝化  化学除磷  
收稿时间:2017-10-30

Research on optimal operation by a combined biological adsorption-MBR-Sulfur/Iron autotrophic denitrification process
ZHI Yao,ZHANG Guang-sheng,QIAN Kai,LI Ji,WANG Shuo.Research on optimal operation by a combined biological adsorption-MBR-Sulfur/Iron autotrophic denitrification process[J].China Environmental Science,2018,38(6):2097-2104.
Authors:ZHI Yao  ZHANG Guang-sheng  QIAN Kai  LI Ji  WANG Shuo
Institution:1. School of Environment and Civil Engineering, Jiangnan University, Wuxi 214122, China;2. Jiangsu Key Laboratory of Anaerobic Biotechnology, Jiangnan University, Wuxi 214122, China;3. Jiangsu College of Water Treatment Technology and Material Collaborative Innovation Center, Suzhou 215009, China
Abstract:In order to realize the effect of deep nitrogen and phosphorus removal, a combined biological adsorption-MBR-sulfur/iron autotrophic denitrification process was optimized, and the influence of HRT and volume ratio of sulfur-iron to nitrogen and phosphorus removal were both investigated. The experimental results showed that the optimal contaminants removal performance was achieved when the respective HRT of MBR and sulfur/iron autotrophic denitrification filter was 9h and 3h, and 63% of COD was adsorbed by biological adsorption process. The average effluent COD, NH4+-N, NO3--N and TN were 18.9, 0.36, 0 and 3.3mg/L, respectively, which was beneficial for deep nitrogen and phosphorus removal. In addition, the average effluent TP was as low as 0.29mg/L as the volume ratio of sulfur and iron was 3:1 in the sulfur/iron autotrophic denitrification filter. Most of nitrate was reduced in the region of 10 to 30cm height in the sulfur/iron autotrophic denitrification filter, and the corresponding nitrogen removal rate was 46.1gNO3--N/(m3×h). Furthermore, it was found that the membrane fouling could be effectively alleviated by providing intermittent suction to membrane module and high aeration rate to MBR process.
Keywords:biological adsorption  membrane fouling  sulfur autotrophic denitrification  chemical phosphorus removal  
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